hydrogeology and simulation of ground-water flow at superfund-site ...

HYDROGEOLOGY AND SIMULATION OF GROUND-WATER FLOW AT SUPERFUND-SITE WELLS G AND H, WOBURN, MASSACHUSETTS

By Virginia de Lama and Julio C. Olimpio

U.S. GEOLOGICAL SURVEY

Water-Resources Investigations Report 89-4059

Prepared in cooperation with the

U.S. ENVIRONMENTAL PROTECTION AGENCY

WASTE MANAGEMENT DIVISION, REGION I

Boston, Massachusetts 1989

DEPARTMENT OF THE INTERIOR

MANUEL LUJAN, JR., Secretary

U.S. GEOLOGICAL SURVEY

Dallas L. Peck, Director

For additional information, write to:

District ChiefU.S. Geological SurveyWater Resources DivisionThomas P. O'Neill Jr. Federal Building10 Causeway Street, Suite 926Boston, MA 02222-1040

Copies of this report can be purchased from:

Books and Open-File Reports Section U.S. Geological Survey Box 25425, Federal Center Denver, CO 80225

CONTENTS

Page

Abstract..................................................................... 1Introduction ................................................................. 2

Purpose and scope .......................................................... 2Acknowledgments .......................................................... 2

Hydrogeology ................................................................ 2Generalized framework ..................................................... 2Stratified-drift aquifer ...................................................... 4

Lithology and stratigraphy ............................................... 4Water table ........................................................... 4Ground-water withdrawals ............................................... 7

Simulation of ground-water flow at Superfund-site wells G and H ..................... 7Description of conceptual and digital models .................................... 7Model grid ................................................................ 9Selection of input parameters ................................................ 9Boundary conditions ........................................................ 13Calibration................................................................ 16

Steady-state-model calibration ............................................ 16Transient-model calibration .............................................. 22

Sensitivity analysis ......................................................... 31Model appraisal ............................................................ 37

Summary and conclusions ...................................................... 38References cited .............................................................. 39Appendix A: Input data to the Woburn steady-state ground-water-flow model

and selected input data to the Woburn transient ground-water-flow model ........... 40Appendix B: Output from the Woburn steady-state ground-water-flow model ............ 66Appendix C: Glossary of technical terms .......................................... 98

ILLUSTRATIONS

Page

Figure 1. Map showing location of the study area and areal extent of theground-water model area .................................................. 3

2. Representative geologic section showing direction of ground-water flow (A) and conceptual model of the ground-water flow system (B) along line of section A-A' ........................................................... 5

3. Map showing altitude of the water table in the vicinity of wellsG and H, December 4,1985 ................................................ 6

4. Map showing ground-water-model grid for the Aberjona River valley inthe vicinity of wells G and H. .............................................. 10

111

ILLUSTRATIONS (Continued)

5. Maps showing location of grid boundaries in layers 1-3 of thethree-dimensional ground-water-flow model. .................................. 11

6. Map showing horizontal hydraulic conductivity of the stratified-drift aquiferas used in layer 1 of the ground-water-flow model ............................. 12

7. Map showing transmissivity of the stratified-drift aquifer as used in layer 2of the ground-water-flow model............................................. 14

8. Map showing transmissivity of the stratified-drift aquifer as used in layer 3of the ground-water-flow model............................................. 15

9. Map showing observed and simulated water table in layer 1 for thesteady-state ground-water-flow system, December 4,1985 ...................... 17

10. Map showing observed and simulated hydraulic heads in layer 3 forthe steady-state ground-water-flow system, December 4,1985 ................... 18

11. Map showing differences between simulated and observed/estimated water levelsin layer 1 under steady-state conditions ...................................... 19

12. Map showing differences between simulated and observed/estimated hydraulic headsin layer 3 under steady-state conditions ...................................... 20

13. Graph showing the comparison of observed and simulated hydraulic heads inall wells for all model layers, under steady-state conditions ....................'.. 21

14. Map showing observed and simulated water table in layer 1 in the vicinity of wells G and H, representing conditions at the end of the 30-day aquifer test, January 3,1986 ......................................................... 23

15. Map showing observed and simulated hydraulic heads in layer 3 in the vicinity of wells G and H, representing conditions at the end of the 30-day aquifer test, January 3,1986 ......................................................... 24

16. Map showing differences between simulated and observed/estimated water levelsin layer 1 under transient conditions ........................................ 25

17. Map showing differences between simulated and observed/estimatedhydraulic heads in layer 3 under transient conditions .......................... 26

18. Graph showing the comparison of the observed and simulated heads inall wells for all model layers, under transient conditions ........................ 27

19. Hydrographs showing observed and simulated hydraulic heads for the 30-day aquifer test at selected deep and shallow wells, December 4,1985 - January 3,1986 ......................................... 28

20. Boxplots illustrating the statistical distribution of the difference betweenmeasured and simulated heads for sensitivity tests of the transient-flow model ..... 33

21. Map showing simulated altitude of the water table in a sensitivity test ofthe ground-water-flow model: Specific yield in layer 1 is 0.45 .................... 34

22. Map showing simulated altitude of the water table in a sensitivity test ofthe ground-water-flow model: Transmissivity in all layers divided by 10 ........... 36

23. Map showing simulated altitude of the water table in a sensitivity test ofthe ground-water-flow mode: Transmissivity in all layers multiplied by 10 ......... 37

IV

TABLES

Table 1. Steady-state ground-water budget for the stratified-drift aquifer,December 4,1985 ........................................................ 22

2. Transient ground-waterbudget for the stratified-drift aquifer,January 3,1986 ......................................................... 31

3. Parameters changed during sensitivity analysis for thetransient-condition simulation ............................................. 32

CONVERSION FACTORS AND ABBREVIATIONSFor the convenience of readers who may prefer to use metric (International System) units rather than the inch-pound units used in this report, values may be converted by using the following factors.

Multiply inch-pound unit

inch (in.)

foot (ft)

mile (mi)

square foot (ft2)

square mile (mi2)

inch per year (in/yr)

cubic foot per second (ftVs)

cubic foot per second

per square mile

[(ft3/s)/mi2]

foot per mile (ft/mi)

gallon per minute (gal/min)

million gallons per day (Mgal/d)

By

Length

25.4

2.54

0.3048

1.609

Area

0.0929

2.590

Flow

25.4

0.0283

0.0109

0.1894

0.0631

0.0438

To obtain metric unit

millimeter (mm)

centimeter (cm)

meter

kilometer (km)

square meter (m2)

square kilometer (km2)

millimeter per year (mm/yr)

cubic meter per second (m3/s)

cubic meter per second

per square kilometer

[(m3/s)/km2]

meter per kilometer (in/km)

liter per second (1/s)

cubic meters per second (m3/s)

foot per day (ft/d)

foot squared per day (fl2/d)

Hydraulic Conductivity

0.3048

Transmissivity

0.0929

meter per day (m/d)

meter squared per day (m /d)

Sea level: In this report "sea level" refers to the National Geodetic Vertical Datum of 1929 (NGVD of 1929)-a geodetic datum derived from a general adjustment of the first-order level nets of both the United States and Canada, formerly called "Mean Sea Level of 1929."

VI

Hydrogeology and Simulation of Ground-Water Flowat Superfund-Site Wells G and H,

Woburn, Massachusetts

By Virginia de Lima and Julio C. Olimpio

ABSTRACT

The area around wells G and H, two former public- supply wells for the city of Woburn, Massachusetts and currently designated as a U.S. Environmental Protec tion Agency "Superfund" site, was the focus of intensive hydrogeologic investigations from 1983 to 1988. The U.S. Geological Survey has provided assistance to the U.S. Environmental Protection Agency for the site since 1985. This report includes hydrogeologic infor mation and describes a three-dimensional, digital ground-water-flow model that was designed and calibrated by the U.S. Geological Survey for use by the U.S. Environmental Protection Agency to evaluate al ternative pumping scenarios in developing an aquifer cleanup strategy.

Wells G and Hand two nearby industrial-supply wells were constructed in a stratified-drift aquifer ranging in width from 0.5 to 1 mile and as much as 90 feet thick. The transmissivity of the aquifer in the vicinity of wells G and H ranges from ll,500to 14,000 feet squared per day, and the aquifer can sustain well yields of as much as 700 gallons per minute. Recharge to the aquifer is from precipitation. Under normal conditions, with only the industrial-supply wells pumping, ground- water discharges to the stream in most of the study area, and the river is a gaining stream throughout the year. When wells G and H and the industrial-supply wells are pumped simultaneously, infiltration of sur face water significantly decreases streamflow in the area.

A three-dimensional, digital ground-water-flow model of the stratified-drift aquifer in the vicinity of wells G and H was designed and calibrated. The model repre sents a 0.8'-square-mile area and consists of nearly 5,000 active nodes in three model layers. Model grid- spacing ranges from 20 x 20 feet to 200 x 200 feet. The model was calibrated to steady-state and transient conditions for December 1985 and January 1986. Throughout all model layers in the center of the model area, simulated hydraulic heads matched observed and estimated hydraulic heads to within 1 foot. Throughout the remainder of the model area, hydraulic heads matched within 5 feet except in some corners and sides of the active model area near till- bedrock boundaries. Under steady-state conditions, the simulated gain in streamflow in the model area was 0.27 cubic feet per second, which is within the range of observed gains in streamflow (0.10 to 0.62 cubic feet per second) measured during 1985 low-flow conditions. Under transient conditions, simulated streamflow losses in the Aberjona River were 1.25 cubic feet per second compared to a measured loss of 1.26 cubic feet per second at the end of a 30-day aquifer test during which withdrawals averaged 3.05 cubic feet per second.

Sensitivity tests of the calibrated model were con ducted to determine if the differences between simu lated and observed/estimated data values could be attributed to the range of uncertainty in the values of input data and boundary conditions. Test results in dicate that the model is least sensitive to variations in

model boundary conditions, river stage, and recharge, and most sensitive to variations in storage coefficients, and order-of-magnitude changes in transmissivity and streambed conductance.

INTRODUCTION

In May 1979, 1,1,1-trichloroethane, 1,2-trans- dichlorethylene, tetrachloroethylene, chloroform, trichlorotrifluoroethane, and trichloroethene were detected at concentrations ranging from 1 to 400 parts per billion by the Massachusetts Department of En vironmental Quality Engineering (MDEQE) in the Woburn, Massachusetts public-supply wells G and H (fig. 1). The wells were shut down and, in December 1982, the U.S. Environmental Protection Agency (USEPA) designated the well site, the aquifer, and the adjacent wetland along the Aberjona River as a "Su- perfund" site. As a result of investigations by USEPA and MDEQE, three orders (under Section 3013 of the Resource Conservation and Recovery Act) were issued to operators of a plastics firm in the northeastern part of the area, to an industrial dry-cleaner in the north ern section of the area, and to the owners of a tannery and surrounding lands near the river in the south western part of the area. The orders required submis sion of plans for ground-water-quality monitoring pertaining to possible contamination either on or emanating from their properties. This area of Woburn, which also contains other industries includ ing metal cleaning and automobile salvage yards, has been known since 1880 as the "chemical district of Woburn".

Between 1985 and 1988, the U.S. Geological Survey has provided technical assistance to USEPA, includ ing measurements of streamflow, surface-geophysical surveys, design and supervision of a 30-day aquifer test, and analysis of aquifer-test data, at the wells G and H site.

Purpose and Scope

This report describes the hydrogeology and the simulation of ground-water flow in the stratified-drift aquifer at Superfund-site wells G and H, Woburn, Massachusetts. This is the second of two reports describing the results of hydrogeologic investigations that were conducted in 1985-86 and authorized under an Interagency Agreement between the Survey and

the USEPA. The first report, "Area of Influence and Zone of Contribution to Superfund-Site Wells G and H, Woburn, Massachusetts", by Charles F. Myette, Julio C. Olimpio, and David G. Johnson, (1987) describes the hydrogeology of the site and the results of a 30-day aquifer test used to determine aquifer properties, the area of influence, and the zone of contribution to wells G and H. The results of the hydrogeologic study were used to design and calibrate a three-dimensional ground-water-flow model of the stratified drift of the Aberjona River valley in the vicinity of the wells. In addition to describing the ground-water-flow model, this report updates and revises hydrogeologic information presented by Myette and others (1987).

The study area is located in east-central Mas sachusetts in the City of Woburn, an industrialized suburb 10 miles north of Boston. The study area covers approximately 1.5 mi (square miles) and con sists of the stratified-drift aquifer underlying the lowlands of the Aberjona River, where wells G and H are located, and the surrounding till and bedrock uplands. The three-dimensional, digital ground- water-flow model simulates the stratified-drift aquifer, which is traversed by the Aberjona River (fig. 1). The calibrated model was designed as a tool for predicting the steady-state and transient effects of pumpage in the vicinity of wells G and H.

Acknowledgments

The authors would like to thank Barbara Newman and David Delaney of USEPA, Region I, for their support and assistance throughout the study. Special thanks are given to C. F. Myette, formally of the Survey, who conducted the 1985-86 field effort and made a major contribution to the initial modeling effort.

HYDROGEOLOGY

Generalized Framework

The general hydrogeologic features of the study area are typical of glaciated New England river valleys: a small river meanders through a wetland in a gentle valley that overlies a bedrock channel filled with sand and gravel. Large-capacity wells constructed in the sand and gravel pump water for public supply. In the

71°08'

42°30'

42 0 29'30'

BASE MAP MODIFIED FROM TOPOGRAPHICAL

MAPST-12. 13, 16, 17.21. 22. CITY OF WOBURN,

MASSACHUSETTS

EXPLANATION

[?] Wetland ( ) Industrial supply well

L Active model boundary. 'Q. Observation well

A\ \ A 1 Geologic section Q Public supply well

Figure 1. Location of the study area and areal extent of the ground-water model area.

study area, wells G and H are located on the eastern side of the Aberjona River next to a wetland, which extends from Olympia Avenue to Salem Street (fig. 1) and two industrial wells, tannery wells 1 and 2, are located on the western side of the river.

Ground water in the Aberjona River valley in the vicinity of wells G and H is present mainly in a 0.5- to 1.0-mile wide stratified-drift aquifer that fills a deep, narrow bedrock channel. A deposit of glacial till, which is exposed at land surface in the northeastern and southwestern parts of the study area, is between the aquifer and the bedrock. At the northern end of the valley near Olympia Avenue and at the southern end of the valley near Salem Street, the stratified-drift deposit thins and narrows (fig. 1). A peat deposit of variable thickness and extent overlies the stratified drift throughout most of the wetland in the center of the valley.

Ground water in the stratified drift generally is unconfined, and water levels in the aquifer fluctuate continuously in response to changes in recharge and discharge. Recharge to stratified drift is from precipitation, and the general direction of ground- water flow is from upland areas east and west of the valley to discharge areas in the wetland and along the Aberjona River. Bedrock in the area is known to yield small quantities of water to pumped wells (Delaney and Gay, 1980) and may provide additional leakage to the stratified drift. However, no quantitative data on bedrock leakage rates are available. Under nonpump- ing conditions, all the ground water discharges to the wetland and river. Under pumping conditions, ground water discharges partly to the wetland and river and partly to pumped wells. Depending on the amount of pumping, vertical hydraulic head gradients beneath the stream may reverse inducing the infiltra tion of stream water through the streambed into the aquifer.

Stratified-drift Aquifer

Lithology and Stratigraphy

The thickness of the stratified drift ranges from zero along parts of the eastern and western sides of the valley to approximately 140 feet in the central part of the valley west and south of well G. Relatively coarse grained stratified drift underlies the wetland in the vicinity of wells G and H, and is, in turn, underlain by

fine-grained deposits in the deepest part of the bedrock channel.

Although the lithology of the stratified drift differs locally horizontally and vertically, it can be separated into four stratigraphic layers on the basis of the predominant lithology in each layer (fig. 2A). Only the top three layers are considered to be the aquifer. The uppermost layer consists of sand, silt, clay, and deposits of peat, and has a thickness of 0 to 30 feet. It is underlain by an intermediate layer of fine-to-coarse sand that has a thickness of 10 to 50 feet. The lower most aquifer layer, where wells G and H are screened, consists of coarse sand and gravel that has a thickness of 20 to 50 feet. Reanalysis of geologic information confirms that a layer of fine-grained sand and silt as much as 60 feet thick underlies the coarse aquifer material in the deepest part of the buried bedrock channel. Because this fine-grained layer is limited in areal extent and has a low transmissivity, it was not simulated as part of the aquifer in the ground-water- flow model.

A peat deposit overlies the stratified drift throughout a large area of the Aberjona river valley. The peat deposit underlies most of the wetland and forms a nearly continuous layer on top of the stratified drift in this area. In most of the area, the thickness of the peat ranges from 2 to 7 feet. However, test drilling just west of well H encountered 26 feet of peat. Core samples of peat material and streambed sediments indicate that the peat layer beneath the streambed is up to 7 feet thick and that the streambed sediments are composed of silt and sand from 0.5 to 2 feet thick. There are no data on the hydraulic properties of the peat deposits in the valley; however, core samples collected during drilling, together with the relatively low velocities obtained from seismic-refraction tests, indicate that the peat is a relatively loose, fibrous, nearly saturated material that transmits water readi ly, either as ground-water discharge to the river under normal conditions or as induced infiltration of stream- water under pumping conditions. Field observations during the aquifer test in 1985-86 confirm that the peat does not impede ground-water flow.

Water Table

A map of the altitude of the water table on December 4, 1985 is shown in figure 3. The water-table gradients are relatively steep near Washington Street and along the steep hillslopes that form the eastern

80-

100

BEDROCK

EXPLANATION

Direction of ground-water flow

VERTICAL EXAGGERATION X10

500 1,000 1,500 2,000 2,500 FEET

WEST EAST

LAND SURFACE-

WATER TABLE -

PEAT AND FINE /; GRAINED MATE

MIDDLE STRATIFIED DRIFT

*t

FINE SAND, SILT, TILL, AND BEDROCK

EXPLANATION

Direction of vertical leakage

Direction of ground-water flow

NOT TO SCALE

Figure 2.~Representative geologic section showing direction of ground-water flow (modified from Myette and others, 1987, fig. 4), (A) and conceptual model of the ground-water flow system, (B) along line of section A-A'.

71°08' 71°07 t 30-

42°30'

42°29 § 30"

BASE MAP MODIFIED FROM TOPOGRAPHICAL MAPST-12, 13,16, 17, 21, 22, CITY OF WOBURN, MASSACHUSETTS

EXPLANATION

42 Altitude of the water table, December 4,1985. Contour interval land 2feet, dashed where estimated. Datum is sea level.

O Public supply well

( ) Industrial well

Figure 3.-Altitude of the water table in the vicinity of wells G and H, December 4,1985. (Modified from Myette and others, 1987, plate 1.)

and western sides of the valley. The gradients across the wetland are relatively gentle. The water table commonly is at or near land surface in most of the low-lying areas and 10 to 15 feet below land surface in hilly areas on the eastern and western sides of the study area. Along the western and southeastern boundaries, the water-table altitudes were estimated because few field data are available for those areas.

Long-term pumpage from the two wells owned by the tannery (fig. 1) has produced a cone of depression in the southwestern part of the river valley that has resulted in a local change in the ground-water-flow direction. Pumpage of the tannery wells intercepts ground water that discharges from the stratified drift west of the study area and causes flow toward the wells (Myette and others, 1987; p. 11). As a result, ground water in the southern part of the study area discharges in two directions under normal conditions toward the river and toward the tannery wells. A ground-water divide that coincides with a surface- water divide is present in the northeastern part of the study area east of Washington Street.

Ground-Water Withdrawals

This study focussed on ground-water withdrawals from four wells located in the Aberjona River valley: public-supply wells G and H located on the eastern side of the valley, and industrial-supply (tannery) wells 1 and 2 located on the western side of the valley. Well G was constructed in October 1964 and is com pleted to approximately 85 feet below land surface. Well H was constructed in July 1967 and is completed to approximately 88 feet below land surface. Until they were closed in May 1979, both of these wells, which are gravel packed, were pumped continuously during the summer months at a rate of 700 to 800 gal/min (gallons per minute) for well G and 400 gal/min for well H (T. J. Merin, City Engineer, Woburn, Mass., written commun., 1980). Shortly after the conclusion of the aquifer test on January 3, 1986, the wellheads were destroyed by the City of Woburn. Tannery well 1 has operated since 1945 and tannery well 2 since 1958. Therefore they were operated in the 1960s and 1970s when wells G and H were pumped for water supply. A foreman of the tannery estimated that the tannery wells were pumped together at a rate of just under 400,000 gal/d (gallons per day) or about 270 gal/min during the 1985-86 aquifer test (David Delaney, U.S. Environ mental Protection Agency, oral commun., 1988). Un

fortunately, data on the exact pumpage and pumping schedule were unavailable for use in developing the ground-water-flow model. Currently (1989), the wells continue to be pumped for industrial water supply.

SIMULATION OF GROUND-WATERFLOW AT SUPERFUND-SITE

WELLS G AND H

Description of Conceptual and Digital Models

A three-dimensional, digital ground-water-flow model was designed and calibrated for use in computing hydraulic head (hereafter referred to as head) in the stratified-drift aquifer and ground-water discharge to the Aberjona River in response to simulated pumping stress. The model, which will be used by USEPA to simulate alternative remedial-action pumpage scenarios, was developed using the computer program described by McDonald and Harbaugh (1988).

The first step toward preparation of a digital model of the stratified-drift aquifer in the Aberjona River val ley was the development of a conceptual model to describe the physical properties of the ground-water- flow system (fig. 2B). A conceptual model, which is based on all available data, is an accurate, but simplified representation of the complex hydrologic and geologic environment of the real system. Further more, a conceptual model is useful for selecting and organizing the hydrogeologic data used as input to the computer model.

Subsequent steps in the computer-modeling process include simplification of the conceptual model through the use of mathematical equations that are assumed to govern the physical characteristics of ground-water flow. Additional simplifications of the real system occur when the mathematical equations are solved using a digital computer.

The effect of the simplifications imposed by the model ing process on the ground-water-flow model developed in this study was to place several limitations on how the digital model simulates ground-water flow in the real system. In the following discussion, the charac teristics of the real flow system and the constraints imposed on these characteristics by the simplifica tions of the digital modeling process are explained.

1. Horizontal ground-water flow. In the stratified- drift aquifer in the Aberjona River valley, ground water moves both horizontally and vertically from recharge areas in the uplands to discharge areas in the lowlands. An assumption that water only moves horizontally applies reasonably well throughout the model area except in areas near pumped wells and directly beneath recharge and discharge areas. In recharge areas, water moves vertically downward into the aquifer; in discharge areas, water moves vertically upward to the land surface. In the vicinity of pumped wells, water moves vertically either upward or downward toward the well.

In the digital model, simulated ground-water flow is horizontal within the model layers representing the aquifer; vertical flow occurs between layers. This is an inherent limitation in the digital computer model, and the effect of this limitation is to permit only two-dimensional flow within each aquifer layer and one-dimensional flow between layers. In terms of the accuracy of the model results, the significance of this model constraint is that simulated heads may not match observed heads very closely in areas either next to wells where pumpage is large or in areas where significant ground-water recharge or discharge takes place.

2. No leakage from till and bedrock. Steep-sided, bedrock-valley walls, in places overlain by till, are located beneath the stratified drift on the eastern and western sides of the Aberjona River valley. In recent years, the continued development of bedrock wells for industrial supply in the area confirms earlier U.S. Geological Survey information (Delaney and Gay, 1980) that the bedrock in the study area contains moderate quantities of water sufficient for small sup ply. Although leakage from till and bedrock is sug gested by the vertical and horizontal head gradients near the sand-and-gravel/till-bedrock boundaries in the study area (Myette and others, 1987; pp. 9-11), there are no quantitative measurements of bedrock leakage rates.

Although leakage from the till and bedrock to the aquifer is likely, the model boundaries that cor respond to the till-bedrock/aquifer boundary are set as no-flow boundaries. This modeling approach was taken because head changes at the boundary were small for the simulated pumpage scenarios and be cause bedrock-till leakage data were unavailable. The significance of this modeling constraint is that simu lated pumpage scenarios must be limited to the center of the active modeTarea where head changes do not

extend to the till-bedrock/aquifer boundary. If this model is used to simulate pumpage which causes head changes at the till-bedrock boundary, model results are likely to be unreliable. To obtain reliable simula tions under such pumpage conditions, the model will have to be modified to include bedrock leakage.

3. No flow either into or out of the northern and southern boundaries of the study area. Although the stratified-drift deposit "pinches out" north of Olympia Avenue and south of Salem Street and flow lines are nearly perpendicular to the stream, a small amount of ground water may flow into the study area from the north and out of the study area toward the south.

In the digital model, the northern and southern model boundaries are set to no-flow boundaries on the as sumption that flow rates across these boundaries are very small. The boundaries nearly coincide with flow lines and are located at a relatively large distance from pumping centers; this characteristic of the model is considered to have no effect on model results.

4. Uniform physical properties of peat and streambed deposits. Ground-water discharge to the Aberjona River is through the peat layer underlying the wet land and through a leaky streambed. Physical proper ties such as area, thickness, and the vertical and horizontal hydraulic conductivity of the streambed and peat deposits are variable over the study area.

In the model, the areas representing the streambed are assigned a single value of vertical hydraulic con ductivity and peat deposits are assigned a single value of horizontal hydraulic conductivity and of vertical hydraulic conductivity. This model feature is re quired to generalize the small-scale vertical and horizontal variations in the hydrogeological proper ties of these deposits rather than to simulate the detailed characteristics through the use of more model nodes and layers.

5. Pumped wells are efficient and fully screened. Al though recent, quantitative data are not available, it is unlikely that wells G and H and the tannery wells are 100 percent efficient in withdrawing water from the stratified-drift aquifer in the study area. Also, the 10-foot long well screens are shorter than the thick ness of the model layer in which they are located.

In the model, the wells are simulated as 100 percent efficient and the length of the well screens are equal to the thickness of the layer in which the wells are simulated. This is a model limitation related to the choice of simulating the aquifer with three layers.

The most significant effect of these modeling con straints is that simulated water-level drawdowns in nodes in the vicinity of pumped wells are not as large as drawdowns observed in the field. The difference between simulated and observed drawdowns decreases rapidly with increasing distance from the pumped well. Therefore, this constraint is not con sidered to have a substantial effect on model results beyond several model nodes from simulated wells.

Model Grid

A rectangular finite-difference grid was superimposed on a map of the river valley (fig. 4) to simulate the hydrologic conditions of the conceptual model. Block sizes in the model grid range from 20 x 20 feet to 200 x 200 feet. This variable grid spacing was designed to increase detail in areas of special interest, particularly in the vicinity of wells G and H and along the Aberjona River. The node in the center of each block is designated by row and column number; for example, well H is located at row 19, column 30. The model grid was oriented north-northwest to south- southeast parallel to the orientation of the river val ley. The active model area centers on the river valley around wells G and H and includes the broadest, deepest, and coarsest part of the stratified drift in the area; it is this area where remedial action alternatives to be considered by the USEPA will most likely be tested with the model. The active model area covers

cy

approximately 0.8 mi and consists of nearly 5,000 active nodes in three model layers. The active model area in layers 2 (middle layer) and 3 (bottom layer) are narrower than in layer 1 (top layer) reflecting the bedrock channel in which the deeper parts of the aquifer are located (fig. 5).

Layer 1 of the digital model corresponds to the top 20 to 30 feet of sand, silt, and clay in the stratified drift and includes the peat deposits in the center of the wetland and the stream channel of the Aberjona River (fig. 2). Layer 1 forms a thin blanket of stratified-drift on the bedrock along the eastern and western sides of the valley. Layer 2 is partly covered by the peat and represents the 30-foot-thick deposit of fine-to-coarse sand in the middle part of the stratified drift along the center of the valley. Layer 3 corresponds to the 10- to 50-foot thick coarse sand and gravel deposits at the bottom of the stratified-drift aquifer. The fine grained stratified drift that fills a narrow channel in the deepest part of the bedrock valley was not simu

lated because it is not areally extensive and does not increase the transmissivity significantly.

The physical properties representing each node are assumed to be constant and represent an average value over the volume of the node block. The initial and simulated heads in each block are assumed to equal the head at the center of the node. Wells G and H and tannery well 2 are simulated in layer 3, and tannery well 1 in layer 2.

Selection of Input Parameters

The digital model was developed by using geologic and hydrologic data gathered before and during the 30-day aquifer test in December 1985 and January 1986. Initial conditions used in the model were those on December 4,1985, immediately before the start of the aquifer test. Hydrologic conditions in the region (precipitation, ground-water levels, and streamflows) during fall 1985 were near normal; therefore, the water-table and potentiometric-surface maps for this date were used to estimate the steady-state head at each node. Where no observation-well data were available, the water table was estimated to be at or near land surface in the wetland and up to 15 feet below land surface in the upland areas to the east, north, and west. Input parameters to the model in cluded measured and estimated values of recharge, head, aquifer hydraulic conductivity, bedrock al titude, peat thickness, and well withdrawal. The model grid was overlain on maps of each parameter, such as water-table altitude (fig. 3), and average numerical values were selected for each node in the active model area.

Horizontal hydraulic-conductivity values of the top layer of the model ranged from 1 to 200 ft/d (fig. 6). The low values of hydraulic conductivity in the central part of the valley reflect the deposits of fine-grained material and peat. The thickness and lateral extent of the peat layer bed was defined by lithologic-log data from test wells. In areas where the peat comprises at least 10 feet of the 30-foot-thick layer, hydraulic con ductivity was set to 21 ft/d. Where the peat comprises only a small part of the layer, hydraulic conductivity was set at 50 or 80 ft/d depending on the thickness of the peat. The area of high hydraulic conductivity near the western boundary of the model represents the location of a gravel-bearing glacial esker.

The estimates of transmissivity for layers 2 and 3 (figs. 7 and 8) were based on lithologic data for each of

Industrial Well,2

Industrial WelM

1000 FEET300 METERS

EXPLANATION

Stream node head dependent flux boundary

Active model boundary

Public supply well

Industrial supply well

Figure 4.~Ground-water-model grid for the Aberjona River valley in the vicinity of wells G and H.

10

LAYER 1N

LAYER 2

LAYER 3 EXPLANATION

Active model area

Figure 5. Location of grid boundaries in layers 1-3 of the three-dimensional ground-water-flow model.

11

Layer 1

WellH

Hydrologic conductivity in feet per day.

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Figure 6. Horizontal hydraulic conductivity of the stratified-drift aquifer as used in layer 1of the ground-water-flow model.

12

the boreholes and on aquifer-test data for wells G and H. Myette and others (1987) presented aquifer-char acteristic data on the basis of their analysis of step- drawdown data gathered during preliminary tests of wells G and H. These data and data from the 30-day aquifer test were reanalyzed using Neuman's (1975) method, incorporating both delayed yield from the unconfined aquifer and partial penetration of the wells. The new analysis indicates that the transmissivity of the stratified drift at well G is approximately 14,000 ft2/d and at well H, 11,500 ft2/d. These values are within the range reported by Myette and others (1987, p. 15). Figure 7 shows the distribution of transmissivity in the 30-ft thick layer 2 as well as a bedrock channel that extends to the east. Fine material with a horizontal hydraulic conductivity of 67 ft/d (transmissivity 2000 ft /d) is located on the sides of the valley surrounding coarser material with a horizontal hydraulic conductivity of 133 ft/d (transmissivity 4000 ft /d). Figure 8 clearly illustrates the basin-shaped bedrock valley in which the stratified drift was deposited. The coarse sands and gravel of layer 3 were assigned a horizontal hydraulic conductivity of 160 ft/d and the distribution of transmissivity was caused by the variable thickness of the layer. The vertical hydraulic conductivity between layers was assumed to equal one-fifth the horizontal hydraulic conduc tivity of the layer.

The storage coefficient of layers 2 and 3 was set at a constant value of 0.0005 as determined from aquifer- test analysis and model calibration. The specific yield of layer 1 was set at 0.45 in the areas where peat is thickest and at 0.3 in the rest of the layer.

For steady-state model simulations, a recharge rate of approximately 20 in/yr (inches per year) was used. This rate, which includes the effect of ground-water evapotranspiration, is within the range of recharge values reported for eastern Massachusetts (Knott and Olimpio, 1986), and, when recalculated in terms of ground-water discharge, is well within the range of ground-water discharge measured in the Aberjona River between Olympia Avenue and Salem Street during periods of low flow (Myette and others, 1987; table 1).

For transient-model simulations, the recharge rate was set to the actual conditions of the 30-day aquifer test in 1985-86. During most of the test, there was no rain and recharge was set to 0. During a 3-day period in the middle of the test, precipitation was 0.79 in. The total amount of precipitation was added to the simulation as recharge because evapotranspiration

was assumed to be negligible during December and January. Ground-water withdrawal rates of tannery wells 1 and 2 were set at 70 and 200 gal/min, respec tively. These rates represent the average pumping rate of the wells; no data were available on the inter mittent pumping cycles. Ground-water withdrawal rates of wells G and H were set at the actual pumping rates of 700 gal/min and 400 gal/min, respectively. The simulation included a 2-hr well failure at well G after 31 hours of pumping and a 3- to 4-minute failure at well H after 14 days of pumping.

Boundary Conditions

No-flow-boundary conditions were set around all sides of all three model layers (fig. 5). In layer 1, the no-flow boundaries of the active model area were selected to coincide with the natural till-bedrock/stratified-drift boundaries on the eastern and western sides of the aquifer. In the northeastern and southwestern corners of the valley, the model boundary coincides with ground-water divides underlying the highest points of land. The northern boundary corresponds closely to the location of Interstate 95, where the aquifer is narrow and thin and flow lines are perpen dicular to the river. The southern model boundary crosses the narrow end of the river valley south of Salem Street, about 2,000 feet downgradient from well G. In layers 2 and 3, no flow boundaries on all sides of the model correspond with narrow stratified drift areas and the stratified-drift/till and bedrock boundaries.

The Aberjona River was modeled as a head-dependent flux boundary. The width, length, and altitude of the streambed in each node of the upper layer were deter mined from a detailed topographic map (contour in terval, 2 feet) and from field surveys. Thickness of the streambed sediments was assumed to be 1 foot and vertical hydraulic conductivity of the streambed was assumed to be 2 ft/d, on the basis of field investigations of other small streams in eastern Massachusetts (Vir ginia de Lima, U.S. Geological Survey, written commun., 1988). Using these values, the streambed conductance for each model node was calculated from the width and length of stream channel located within the node.

13

Layer 2

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Industrial Well 1 *

1000 FEET300 METERS

EXPLANATION

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l_ Active model boundary


® industrial supply well

Figure 7. Transmissivity of the stratified-drift aquifer as used in layer 2 of the ground-water-flow model.

14

Layer 3

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EXPLANATION

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Figure 8.~Transmissivity of the stratified-drift aquifer as used in layer 3 of the ground-water-flow model.

15

Calibration

The ground-water-flow model was calibrated under steady-state and transient conditions using the data collected before and during the 30-day aquifer test of 1985-86. Calibration is the process of adjusting input hydrologic parameters until differences between model results and field observations are within ac ceptable limits, which are discussed in the following sections. Acceptability of model results was deter mined by comparing simulated and observed heads in each model layer, magnitude and direction of horizon tal and vertical head gradients, ground-water dis charge to the Aberjona River, and basin water balance. The calibration procedure was a successive process of adjustment and readjustment of selected model input parameters followed by a determination of acceptability of model results. Changes were made only to those parameters for which a range of values were known; principally, aquifer horizontal hydraulic conductivity, transmissivity, and vertical hydraulic conductance of the streambed. Changes were made that represent hydrologic properties over an area or group of nodes rather than on a node-by-node basis and made within a reasonable range of parameter values. Appendix A contains the input data for the calibrated steady-state ground-water-flow model.

In the descriptions of the steady-state and transient model calibration results that follow, comparison of simulated and observed data for layers 1 and 3 are illustrated and used as examples of accepted model results. Layer 2 results closely resemble those for layer 1; therefore, for brevity, descriptions of layer 2 results are not included in this report.

Steady-State-Model Calibration

Simulated heads were compared with heads observed on December 4, 1985, prior to the start of the aquifer test to calibrate the steady-state model. The steady- state model included pumping of the two tannery wells but did not include pumping of wells G and H. The simulated steady-state water table in layer 1 is illustrated in figure 9; the water levels measured in the observation wells on December 4,1985, are shown for comparison. Observed and simulated water levels in layer 3 are shown in figure 10.

Throughout most of the central part of the model area corresponding with the center of the river valley, simulated heads matched observed heads (estimated in areas with no data) to within 1 foot in layers 1 and 3 (figs. 11 and 12). Over the remainder of the model area, model results were within 5 feet of field or estimated observations with few exceptions. In layer 1, exceptions included areas along the western, southeastern, and northeastern model boundaries where the differences between simulated and es timated starting heads (no field data available) were greater than 5 feet. A relatively poor match between simulated and observed or estimated heads was also obtained where relatively steep hillslopes and water- table gradients occur. In layer 3, the match of simu lated and observed or estimated heads is less than 1 foot over the entire layer except for those nodes at the southern end and northeastern edge of the model. South of Salem Street, the difference between simu lated heads and estimated starting heads (no field data available) ranged from 1 to 5 feet in all but two nodes.

Figure 13 illustrates the comparison of observed and simulated heads at steady state for 84 wells in the three model layers. The large cluster of values be tween 40 and 50 feet represent wells in the center of the valley where simulated heads match observed heads very closely. The larger discrepancy between simulated and observed heads at head values greater than 50 feet represent wells in the upland area sur rounding the river valley where the assumption of horizontal flow may not be strictly valid. The overall water balance of model inflows and outflows at steady state is listed in table 1.

Streamflow data collected before and during the aquifer test upstream and downstream from the wet land were used to calibrate the model. The total simulated streamflow gain to the Aberjona River in the model area was 0.56 ft /s (cubic feet per second). The simulated gain in that part of the model area between the upstream gaging station at Olympia Avenue and the downstream gaging station at Salem Street was 0.27 ft3/s, which falls well within the ob-7 o

served gains in streamflow (0.10 to 0.62 ft /s) measured during low-flow conditions (Myette and others, 1987; table 1). The observed gain in streamflow between Olympia Avenue and Salem Street on December 4, 1985, was 1.70 ft3/s. The dif ference between observed and simulated streamflow was anticipated because streamflow measurements at the start of the 30-day aquifer test included a relative ly large proportion of surface-water runoff from a rain

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19

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[Rates are in cubic feet per second]

Inflow rate Outflow rate

Leakage from riverRechargeTotal inflow

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and snowstorm that occurred prior to the start of the aquifer test.

Transient-Model Calibration

Model calibration was extended to transient-flow con ditions of the 30-day aquifer test by including storage coefficients in the model and changing recharge and pumping conditions. Following a successive adjust ment procedure similar to that used in the steady- state model, the simulated heads in the stratified-drift aquifer, and streamflow and induced infiltration from the Aberjona River were compared with the observa tions made January 3,1986, at the end of the aquifer test. The calculated steady-state heads in layers 1-3 were used as starting heads for the transient simula tion, and 20 pumping periods were used to simulate recharge and well failures. Figure 14 shows the water-table contours simulated by the model and the observed water-table altitudes measured in observa tion wells in layer 1 at the end of the test. Observed and simulated heads in layer 3 are shown in figure 15.

Figures 16 and 17 illustrate the difference between simulated and observed (estimated in areas with no data) water levels in layer 1 and heads in layer 3, respectively, at the end of the 30-day aquifer test. As in the steady-state simulation, the simulated water levels in layer 1 throughout the central part of the valley matched observed or estimated levels within 1 foot. Water levels in a few observation wells were not simulated very closely because the wells are located either on hill slopes or on the edges or corners of grid blocks.

Figure 18 illustrates the comparison of observed and simulated hydraulic heads at the end of the 30-day

aquifer test for 87 well points in the three model layers. As in the steady-state model, the large cluster of values between 40 and 50 feet represent wells in the center of the valley where simulated heads match observed heads very closely, and the wider discrepan cy at values greater than 50 feet represent wells in the upland areas. The two values at the low end of the graph represent simulated versus measured head in wells G and H. As noted in an earlier discussion in this report on modeling constraints, the simulated heads in the nodes representing the pumped wells are higher than the observed heads because the finite-dif ference model cannot simulate accurately the real drawdowns within and adjacent to the well casings.

As an additional calibration step, water levels calcu lated during simulation of the 30-day aquifer test were compared with hydrographs constructed from field data collected at selected deep and shallow wells (fig. 19). The overall match of simulated and observed water levels in the wells was considered reasonably close and acceptable; however, several characteristics of the simulated hydrographs over the 30-day period were noted. For example, the early-time water-level declines and the well failures later in the field test were not simulated precisely by the model. The simu lated results indicate that the model is not discretized finely enough in the vertical direction to simulate head changes caused by compressive storage effects. Another discrepancy is the inaccurate simulation of recharge events late in the field test. The explanation for why the model does not simulate the "spikes" in the observed hydrographs is not clear but appears to be related to a water-accumulation effect and above- average recharge process that occurs in the wetland following significant precipitation.

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Figure 16. Differences between simulated and observed/estimated water levels in layer 1under transient conditions.

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Figure 17.-Differences between simulated and observed/estimated hydraulic heads in layer 3under transient conditions.

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30

The water balance for basin inflows and outflows for the transient model after 30 days of simulating pump ing is listed in table 2. Simulated streamflow loss for the entire length of the Aberjona River in the active model area was 0.50 ft /s. Simulated streamflow los ses for that reach of river between Olympia Avenue and Salem Street were 1.25 ft /s as compared to an observed loss of 1.26 ft3/s at the end of the test. This loss in streamflow indicates that as much as 40 per cent of the total withdrawal rate was derived from intercepted ground-water discharge and infiltration of surface water from the wetland and river (Myette and others, 1987; p. 15-16).

Sensitivity Analysis

A sensitivity analysis of the transient model was con ducted to assess both the relative importance of the flow components in the conceptual model and the uncertainty in the selection of input-data values and boundary conditions. The analysis was used to deter mine whether the differences between simulated and observed data values could be accounted for by the range of uncertainty in the values of input data and boundary conditions. The analysis provided a measure of the sensitivity of the model results to changes in the values of key parameters and, thus, it provided a check on the reasonableness of the calibrated model.

Throughout the model area, the principal input parameters were independently increased and decreased by a constant factor, while other parameters were left unchanged. Differences be tween simulated and observed values of head and ground-water discharge were used to evaluate model

sensitivity. The amount of adjustment of each parameter differed according to its known variability (table 3). Some parameters, such as bedrock altitude and well withdrawal rates were not adjusted because their value was either known exactly or the range of values was relatively small.

After each sensitivity-test model simulation, residuals were computed by subtracting the simu lated head at each of the nodes representing observa tion wells from the head measured in the field at the end of the 30-day aquifer test. A statistical analysis was performed on these residuals, and the variation was displayed graphically in a series of boxplots (fig. 20). These plots show the range of the central 50 percent of the data (in this case, the difference be tween measured and simulated heads) and also indi cate the more extreme values. As shown in figure 18, changes in boundary conditions and in most input parameters and storage terms caused very little change in simulated heads, with the following excep tions:

1. Specific yield equals 0.45: In this test, where the stratified-drift aquifer was simulated as if all of layer 1 was composed of peat, the simulated heads were higher than the observed heads because the top layer acted as a source of water to the model (fig. 21). The water-level contours are similar to those shown in figure 13; however, model results indicated a much larger increase in ground-water discharge than indi cated by the field data. In addition, field reconnais sance shows that peat does not cover the entire study area; thus, it would be difficult to justify a specific yield as high as 0.45 throughout the area.

2. Transmissivity divided by 10: A very low transmissivity in all model layers significantly reduced the flow

Table 2.~Transient ground-water budget for the stratified-drift aquifer,January 3,1986

[Rates are in cubic feet per second]

Inflow rate

Total inflow 3.76

Outflow rate

Leakage from riverStorageRecharge

0.872.32

.57

Discharge to riverStoragePumpage from wells

0.37.34

3.05

Total outflow 3.76

31

Table 3. Parameters changed during sensitivity analysis for the transient-condition simulation

Sensitivity Test Name of simulation

FINAL

CALIBRATED MODEL:

1) No flow boundaries, all sidesStreambed conductance based on vertical

hydraulic conductivity = 2 ft/d Storage coefficient equal to 0.0005 Specific yield equal to 0.45 in peat and

0.30 in rest of layer 1

BOUNDARY CONDITIONS:

2) No flow changed to constant head3) River stage lowered by 0.5 ft4) River stage raised by 0.5 ft5) Streambed conductance divided by 106) Streambed conductance multiplied by 10

STORAGE TERMS:

7) Storage coefficient divided by 108) Storage coefficient multiplied by 109) Specific yield equal to 0.3 in all of

layer 110) Specific yield equal to 0.45 in peat

and 0.1 in rest of layer 111) Specific yield equal to 0.1 in all of

layer 112) Specific yield equal to 0.45 in all of

layer 1

HORIZONTAL HYDRAULIC CONDUCTIVITY AND TRANSMISSIVITY:

13) All layers divided by 1014) All layers multiplied by 10

VERTICAL CONDUCTANCE, between all layers:

15) Divided by 1016) Multiplied by 10

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of water through the simulated system and caused a dramatic increase in the range of heads throughout the model area. Three extreme values of residuals are not shown on the boxplot. The head distribution from this simulation showed extreme drawdowns at the pumped wells (fig. 22) as compared with observed drawdown data.

3. Transmissivity multiplied by 10: Increasing transmissivity in all layers caused a flattening of the water table in the model area. Because of the high transmissivity, water was permitted to pass through the aquifer without restriction and there was little or no simulated drawdown around the pumping wells (fig. 23). This was not representative of actual field condi tions observed during the aquifer test and, thus, does not support setting model transmissivity values in this range.

The simulated streamflow losses between Olympia Avenue and Salem Street for each sensitivity test are also shown on figure 20. The range in calculated streamflow loss is greater than one order of magnitude indicating that simulated ground-water discharge to the river is a much more sensitive indicator than hydraulic head. The sensitivity tests in which the simulated streamflow loss differed from the observed loss by more than 20 percent were as follows:

1. Streambed conductance divided by 10: A very low value of vertical streambed hydraulic conductivity greatly inhibited flow from the river to the aquifer, and very little streamflow was lost to induced infiltra tion from the river to the aquifer.

2. Streambed conductance multiplied by 10: A high value of vertical streambed hydraulic conductivity allowed a significant amount of flow from the river to the aquifer.

3. Specific yield equal to 0.1, both with and without a peat layer: Reducing the amount of water available from storage in layer 1 of the ground-water-flow model resulted in a significant increase in leakage from the river to the aquifer to satisfy the pumping demand.

4. Transmissivity multiplied by 10: Increasing the transmissivity of layers 2 and 3 permitted water to move unrestricted through the aquifer. Because there was little or no drawdown near the pumping wells, head was not lowered near the stream and very little stream water was drawn into the aquifer.

5. Vertical hydraulic conductivity divided by 10: Decreasing the conductivity between layers 1 and 2

and 2 and 3 inhibited the vertical flow of water from layer 1 to layer 3. Relatively large drawdowns were simulated in all three aquifers as more water was removed from aquifer storage to compensate for reduced infiltration of surface water.

6. Vertical hydraulic conductivity multiplied by 10: Increasing the conductivity between all layers sig nificantly increased the flow of water between the river and the wells. Too much water was permitted to infiltrate from the stream and wetland into the aquifer causing increases in head in all model layers and decreases in vertical gradients.

The results of the sensitivity tests also indicate that neither the location and type of the model boundaries nor the variation in recharge affect the results of the calibrated model. In summary, model results are most sensitive to increases in storage coefficients and decreases in aquifer transmissivity. The transient model underestimates the response of the ground- water flow system to pumping stress, particularly in the first few minutes of simulated pumping (see early- time data in hydrographs, fig. 17). However, the ef fects of underestimation decrease rapidly after the first few minutes of simulated pumping.

Model Appraisal

The ground-water-flow model, which predicts the ef fects of pumpage on a local scale, is based on a rela tively large amount of information on the geologic and hydrologic properties of the stratified drift, including the data gathered during a unique 30-day aquifer test. The model integrates all the geologic and hydrologic data available as of March 1988. Precise simulation of hydrologic conditions on a regional scale was not attempted because the USEPA is concentrating remedial measures in the river valley near wells G and H. Also, the decrease in amount and distribution of field data with increasing distance from wells G and H precluded design and calibration of a regional model. The model results are most accurate in the center of the wetland and least accurate near the no flow boundaries of the model area.

It is important to note that the sensitivity of the model to variations in recharge could not be thoroughly checked in the steady-state model. Generally, streamflow data are used to help check the accuracy of the recharge value used in the model; however, the precipitation shortly before the start of the aquifer test made it impossible to match measured

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streamflow to simulated ground-water discharge. Routine variation of recharge during steady-state model calibration and sensitivity testing only caused changes in the simulated ground-water discharge to the Aberjona River. Because all simulated discharges were within the acceptable range as indicated by baseflow data (Myette and others, 1987; table 1), no single value of recharge produced a significantly bet ter result than did any another. A value of 20 in/yr was chosen on the basis of U.S. Geological Survey work completed in similar aquifers elsewhere in New England. The model user may need to test different recharge terms in future simulations to assess the effect of different recharge values on the results of pumping scenarios and on the sensitivity of the other model parameters. If the model user decides to use recharge values that differ significantly from those used in this model, then a new sensitivity analysis will be required to determine optimum values of input conditions such as transmissivity and leakage coeffi cients.

Pumpage of wells G and H and the tannery wells was assumed to be constant during each simulated pump ing period of the test. The short-duration well failures that occurred at wells G and H were simulated using separate pumping periods, but no attempt was made to simulate the real, intermittent pumping cycles of the tannery wells.

The model design was centered on the wetland area in the vicinity of wells G and H and the Aberjona River. The tannery area in the southwestern corner of the model area presented some problems during the calibration, mostly because of sparse observation-well data, no data on pumping rates and cycles, and few data on the position, extent, and hydraulic effect of the bedrock-valley wall located southwest of the wells. Despite the problems with the available data, the pumping of the tannery wells plays an important role in the local ground-water flow system and an effort was made to match simulated results with field obser vations in that area.

SUMMARY AND CONCLUSIONS

Wells G and H are constructed in a small, but produc tive, stratified-drift aquifer in the Aberjona River valley. The stratified drift in which wells G and H, and two nearby industrial supply wells tannery 1 and 2~are constructed, fills a narrow bedrock channel

-Jbefieath the Aberjona River. The stratified drift is

composed chiefly of sand and gravel and is underlain by bedrock or a thin discontinuous layer of glacial till and overlain by a discontinuous deposit of peat. The deposit of stratified drift is approximately 1 mile long, 0.75 mile wide, and up to 140 feet thick. Analysis of aquifer-test data indicates that the transmissivity of the stratified drift in the vicinity of wells G and H ranges from 11,500 to 14,000 ft2/d, and large-diameter wells can pump as much as 700 gal/min.

Recharge to the aquifer is from precipitation. Ground water moves from upland areas to discharge areas in the wetland and along the Aberjona River. When the tannery wells are pumping an average of 270 gal/min, ground-water discharges to the stream in most of the study area and the river is a gaining stream throughout the year. WTien wells G and H and the tannery wells were pumped simultaneously (a total of 1370 gal/min), as much as 40 percent of the total withdrawal rate is derived from intercepted ground- water discharge and infiltration of surface water from the wetland and river significantly decreasing streamflow in the area.

A three-dimensional, digital ground-water-flow model of the stratified-drift aquifer in the vicinity of wells G and H was designed on the basis of existing and updated hydrogeologic information. The model was calibrated under steady-state and transient condi tions by using the hydraulic properties and observed responses of the aquifer determined before and during the 30-day aquifer test in 1985-86. The model area is 0.8 mi , consisting of nearly 5,000 active nodes in three model layers, and model grid-spacing ranges from 20 x 20 feet to 200 x 200 feet.

The peat deposit and the river streambed are modeled explicitly and vertical leakage into and out of the aquifer is permitted. Boundary conditions in the up permost layer are set to no-flow, corresponding with known hydrogeologic boundaries. In the lower two layers, boundary conditions corresponding with the stratified-drift/till-bedrock boundary also were set to no-flow. The stream was modeled as a head-depend ent flux boundary. Pumping at the tannery wells was set to known average rates (270 gal/min), and that at wells G and H were set to the historical rates (700 gal/min and 400 gal/min, respectively).

The ground-water-flow model was calibrated to steady-state conditions in December 1985 when only the tannery wells were pumping. Hydraulic-head data either from 84 observation wells or estimated where no water-level data were available were com pared with simulated heads. Throughout the center

38

of the model area, simulated hydraulic heads matched observed/estimated hydraulic heads within 1 foot in all model layers. Hydraulic heads matched within 5 feet throughout the remainder of the model area ex cept in some corners and sides of the active model area near till-bedrock boundaries. The simulated gain in streamflow of 0.27 ft /s is within the range of observed streamflow gain (0.10-0.62 ft /s) measured during 1985 low-flow conditions.

Model calibration was extended to transient condi tions by using the aquifer-test data. The specific yield of the upper model layer was set to 0.30 for most areas and 0.45 in the area of peat. The storage coefficients of the middle and lower layers was set at 0.0005. Pumping and recharge conditions were set to those of the aquifer test, when the tannery wells and wells G and H were pumping. Twenty pumping periods were used to calculate hydraulic heads and to simulate recharge events and well failures. Hydraulic heads at the end of the simulated aquifer test matched those in 87 observation wells within 1 foot in all model layers within the center of the valley. As in the steady-state simulation, a match between observed/estimated hydraulic heads and simulated hydraulic heads of 5 feet or more was obtained in a few corners and sides of the active model area near till-bedrock boundaries. Simulated streamflow losses in the Aberjona River were 1.25 ft /s compared to a measured loss of 1.26 ft /s at the end of the aquifer test.

A sensitivity analysis of the calibrated model was conducted to determine if the differences between simulated values and observed data could be ac counted for by the range of uncertainty in the values of input data and boundary conditions. Input condi tions, including streambed parameters, recharge, storage coefficients, aquifer hydraulic conductivity and transmissivity, and vertical conductance between layers were increased and decreased by constant amounts within their respective known range. Test results of hydraulic-head data and ground-water dis charge rates show that the model is least sensitive to variations in boundary conditions and the values of river stage and recharge, and most sensitive to varia tions in storage coefficients, and order-of-magnitude

changes in transmissivity and streambed conduc tance.

Aquifer hydraulic parameters are known with the most confidence and boundary conditions in the lower aquifer layers are known with the least confidence. The uncertainty in recharge-rate values is relatively large because of the lack of quantitative data. Despite the uncertainty in the recharge data, the model calcu lates hydraulic-head values that are reasonable and ground-water discharge rates that fall within the range of measured low-flows under a wide range of recharge values.

REFERENCES CITED

Delaney, D. F., and Gay, F. B., 1980, Hydrology and water resources of the coastal drainage basins of northeastern Massachusetts, from Castle Neck River, Ipswich, to Mystic River, Boston: U.S. Geological Survey Hydrologic Investigations Atlas HA-589, 3 pi., scale 1:48,000.

Knott, J. F., and Olimpio, J. C., 1986, Estimation of recharge rates to the sand and gravel aquifer using environmental tritium, Nantucket Island, Massachusetts: U.S. Geological Survey Water- Supply Paper 2297, 26 p.

McDonald, M. G., and Harbaugh, A. W., 1988, A modular three-dimensional finite-difference ground-water flow model: U.S. Geological Sur vey Techniques of Water Resources Investiga tions, book 6, chapter Al.

Myette, C. F., Olimpio, J. C., and Johnson, D. G., 1987, Area of influence and zone of contribution to Superfund-site wells G and H, Woburn, Mas sachusetts: U.S. Geological Survey Water- Resources Investigations Report 87-4700, 21 p.

Neuman, S. P., 1975, Analysis of Pumping Test Data From Anisotropic Unconfined Aquifers Consider ing Delayed Gravity Response: Water Resources Research, v. 11, no. 2, p. 329-342.

39

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0 0 0 0 0 0 0 0 0 0 0 2 0 0 2 0 0 2 0 0 2 0 0 2 0 0 2 0 0 2 0 0 2 0 0 2 0

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2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

1 0 0 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

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LAYER

2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2

1 1 0 2 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0 2 0

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2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 0 2 0 2 0 2

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46

.

47.

93

.

46

.

47.

94

.

46.

47

,

94

,4

6.

47.

94.

46

,

46

,

91,

46

,

46

,

82

.

46

.4

5.

84

,

46

,

44

,

84

,4

5..9 ,0 ,7 .8 ,0 .0 .6 .3 ,5 ,5 ,3 ,0 ,4 ,1 ,0 .4 ,0 .0 ,3 .7 ,0 .2 ,0 .1 .1 .3 ,8 .0 .8 .7 .7

46

.4

7,

87,

46,

47

,

90,

46,

47,

91

.

46

.4

7,

93

,

46,

47

.

94

.4

6.

47

.

94,

46

,

46

,

94,

46

.

46

.

89.

46

.

45

,

88

.

46

,

44

,

87

,

45

,.9 ,0 ,0 ,7 ,2 ,0 ,5 ,6 ,9 .4 ,5 ,3 ,3 ,2 ,0 .3 .1 ,0 .2 .8 .0 .1 .0 .9 .1 ,4 .2 .0 .8 .0 . 6

AP

PE

ND

IX A

- (

Con

tinue

d)

Basi

c

Pac

kag

e -

(Conti

nued)

45.5

45.3

4

5.0

4

4.8

44.7

44.4

44.3

44.3

44.3

44.3

4

4.4

44.4

44.4

44.4

44.4

4

4.5

44.5

44.5

44.7

4

4.9

4

5.6

4

6.9

5

3.0

5

6.0

5

8.0

59.4

62.2

65.1

68.5

78.2

84.5

8

6.3

60.0

60.0

5

8.0

5

6.0

5

4.0

52.0

5

0.0

47.8

46.7

46.1

4

5.8

45.7

45.6

45.6

45.5

4

5.4

45.3

45.1

4

4.8

44.7

4

4.6

44.4

4

4.3

44.1

44.1

44.1

44.2

44.2

4

4.3

44.3

44.4

44.4

44.5

44.6

44.7

4

4.8

45.2

46.6

51.9

56.0

5

8.0

59.4

62.1

64.9

68.4

78.1

84.1

85.7

60.0

60.0

58.0

5

6.0

54.0

5

2.0

50.0

47.8

4

6.6

46.0

45.7

45.6

45.5

45.5

45.4

45.3

45.1

44.9

44.7

44.5

44.4

4

4.3

44.2

44.1

4

4.0

4

4.0

44.1

44.1

44.2

44.2

44.3

4

4.3

44.4

44.5

44.5

4

4.6

4

4.9

46.3

5

1.3

56.4

58.1

59.6

62.3

6

5.1

68.9

78.8

8

4.0

8

5.4

60.0

60.0

5

8.0

5

6.0

5

4.0

5

2.0

50.0

47.9

4

6.6

4

6.0

45.7

45.6

45.5

45.4

4

5.3

45.2

45.0

44.8

44.6

44.4

44.3

4

4.3

44.2

44.0

44.0

44.0

4

4.0

44.1

44.1

44.2

44.2

44.2

44.3

44.3

4

4.4

4

4.6

44.8

46.2

5

0.0

56.3

58.1

59.5

62.1

64.9

6

8.7

78.1

83.8

85.1

60.0

60.0

58.0

5

6.0

5

4.0

52.0

5

0.0

48.0

46.6

46.0

45.7

45.5

45.4

45.3

45.3

4

5.1

44.9

44.6

44.5

4

4.4

4

4.3

44.1

44.1

44.0

44.0

4

4.0

4

4.0

4

4.0

44.0

44.0

44.1

44.1

44.2

4

4.3

4

4.4

4

4.5

44.8

46.0

49.9

56.2

58.0

59.5

6

2.0

6

4.8

68.5

77.7

8

3.3

85.0

60.0

60.0

58.0

5

6.0

54.0

5

2.0

5

0.0

48.0

46.6

46.0

45.7

45.5

45.4

45.2

45.2

4

5.0

44.8

44.6

44.4

4

4.3

44.2

44.1

44.1

44.0

43.9

43.9

4

3.9

4

3.9

4

4.0

4

4.0

44.1

44.1

44.1

44.2

44.3

4

4.5

44.8

4

6.0

49.6

56.1

5

7,9

59.5

62.0

64.7

68.5

7

7.5

83.1

8

4.9

60.0

60.0

58.0

5

6.0

5

4.0

5

2.0

50.0

4

8.0

46.7

4

6.0

45.7

45.5

45.3

45.2

45.2

4

4.9

44.7

4

4.5

4

4.3

4

4.2

4

4.1

44.1

4

4.0

4

4.0

44.0

43.9

43.9

4

3.9

44.0

4

4.0

44.0

4

4.1

44.1

44.2

4

4.3

4

4.5

44.8

4

6.0

49.6

5

6.0

57.9

59.4

6

2.0

64.6

68.4

77.2

8

2.9

84.9

60.0

60.0

5

8.0

5

6.0

5

4.0

5

2.0

5

0.0

4

8.0

46.7

46.0

45.7

45.5

45.3

45.2

45.1

4

4.9

44.7

44.5

4

4.3

44.1

44.1

44.1

44.0

44.0

44.0

43.9

43.9

43.9

43.9

43.9

44.0

4

4.0

44.1

44.2

44.3

4

4.5

4

4.8

4

5.9

49.6

56.0

5

7.8

59.4

62.0

64.6

68.5

77.1

82.7

8

4.8

60.0

6

0.0

58.0

56.0

54.0

52.0

5

0.0

4

8.0

46.7

46.0

45.6

4

5.4

4

5.3

45.2

45.0

44.8

44.6

44.4

44.3

44.1

44.1

44.0

44.0

4

4.0

44.0

4

3.9

4

3.9

43.9

43.9

43.9

4

3.9

4

4.0

44.0

44.1

4

4.3

4

4.5

4

4.8

45.8

49.5

55

57.7

5

9.3

61.9

64.5

68.4

7

6.8

82.5

84.8

60.0

60.0

5

8.0

5

6.0

5

4.0

52.0

5

0.0

48.-

46.7

46.1

4

5.6

45.4

45.3

45.2

4

5.0

44.8

44.6

44.3

44.2

44.1

4

4.0

4

4.0

4

3.9

44.0

44.0

43.9

4

3.9

43.9

43.9

43.9

4

3.9

4

4.0

44

.0

44.1

44.3

4

4.5

44.7

4

5.7

4

9.6

55.8

57.7

5

9.3

6

1.9

64.5

68.3

7

6.5

82.4

8

4.7

60.0

6

0.0

5

8.0

5

6.0

5

4.0

5

2.0

50.0

4

8.0

46.8

46.1

45.7

45.4

45.3

45.1

4

5.0

44.7

44.5

44.2

44.1

4

4.0

4

4.0

44.0

44.0

44.0

44.0

43.9

4

3.9

43.9

43.9

43.9

43.9

44.0

44.0

44.1

44.3

44.4

44.7

45.7

49.7

55.7

57.6

59.2

61.9

64.4

63.2

7

6.3

82.2

8

4.6

60.0

60.0

58.0

5

6.0

5

4.0

5

2.0

50.0

48.0

46.8

46.1

45.6

45.4

45.2

45.1

44.9

44.7

44.4

44.2

44.1

4

4.0

4

3.9

4

3.9

44.0

43.9

43.9

44.0

4

3.9

4

3.9

43.9

43.9

43.9

4

4.0

44.0

44.1

44.3

4

4.4

44.7

45.6

49.8

55.5

57.6

59.2

61,9

64.4

68.6

7

6.0

82.0

84.4

60.0

60.0

5

8.0

5

6.0

54.0

5

2.0

5

0.0

4

8.0

46.9

46.1

45.7

45.4

45.2

4

5.0

44.9

4

4.6

44.3

44.1

4

4.0

4

3.9

43.9

43.9

43.9

4

4.0

43.9

43.9

4

4.0

43.9

43.9

43.9

43.9

4

3.9

44

.0

44.1

44.2

44.4

44.6

4

5.5

49.9

55.3

57.4

59.1

61,9

64.4

68.6

75.6

81.5

84.2

60.0

60.0

58.0

5

6.0

54.0

5

2.0

50.0

4

8.0

47.0

46.2

4

5,6

45.4

45.1

45.0

44.8

4

4.4

44.1

44.0

43.9

4

3.8

4

3.8

4

3.9

43.9

43.9

43.9

43.9

4

3,9

43.8

43.9

43.9

4

4.0

44.0

44

.0

44.1

44.2

4

4.4

44.7

45.6

49.7

5

5.0

57.1

58.9

61,8

64.3

68.5

75.1

80.4

8

3.8

60.0

60.0

58.0

5

6.0

54.0

5

2.0

50.0

48.0

47.5

46.4

45.7

4

5.4

45.1

44.9

44.6

4

4.3

44.0

43.9

4

3.8

43.7

43.7

4

3.8

43.8

43.9

4

4.0

43.9

4

3.9

4

3.9

4

4.0

44.0

44.0

44.0

44.0

44.1

44.2

4

4.4

44.7

45.7

49.4

54.2

56.5

58.5

61.4

64.0

67.8

74.5

79.1

82.5

60.0

60.0

60.0

5

8.0

56.0

5

4.0

52.0

5

0.0

48.0

46.6

4

5.8

45.4

45.0

44.7

44.3

4

4.0

43.8

43.7

43.6

4

3.6

4

3.6

43.7

43.7

43.8

43.9

43.9

44.0

4

4.0

44.0

43.9

44.0

44.0

44

.0

44.1

44.2

44.4

44.6

4

5.0

48.6

53.7

56.0

5

8.0

60.8

63.9

67.5

7

3.9

78.1

8

1.0

60.0

60.0

60.0

58.0

56.0

54.0

52.0

50.0

48.1

46.8

45.8

45.3

45.0

44.6

44.2

4

3.9

43.7

43.6

4

3.6

43.6

4

3.6

43.6

43.7

43.8

43.3

43.9

43.9

4

3.9

43.9

44.0

4

4.0

4

4.0

44.0

4

4.0

44.1

44.2

4

4.4

44.7

4

7.0

5

3.9

55.8

5

7.8

60.8

64.1

67.9

7

3.7

77.2

80.4

60.0

60.0

60.0

58.0

56.0

5

4.0

52.0

5

0.0

48.2

47.0

4

5.9

45.3

44.9

44.5

44.1

4

3.9

43.7

43.6

43.6

43.5

43.5

4

3.6

43.7

43.8

43.8

43.8

43.9

43.9

43.9

43.9

43.9

4

3.9

44.0

44.0

4

4.0

4

4.0

44.2

44.5

46.3

53.5

55.6

57.6

60.8

6

4.1

67.8

7

3.5

76.2

80.0

60.0

60.0

60.0

5

8.0

56.0

54.0

52.0

50.0

48.0

47.2

45.9

4

5.3

44.9

44.4

44.1

43.8

43

.6

43

.6

43.5

4

3.5

4

3.5

4

3.6

43.6

4

3.7

4

3.8

43.8

43.8

43.9

43.9

4

3.9

4

3.9

4

3.9

43.9

43.9

4

4.0

4

4.0

44.0

44.1

45.7

53.1

55.4

57.4

60.5

64.0

67.7

73.2

7

5.6

79.6

60.0

60.0

60.0

5

8.0

5

6.0

54.0

52.0

50.0

48.0

47.3

46.0

45.3

44.8

44.4

4

4.0

43.7

43.6

43.5

4

3.5

4

3.5

43.5

43.5

43.6

43.7

43.3

43.8

4

3.8

43.8

43.8

43.8

43.8

43.9

43

.9

43.8

43.9

4

3.9

43.9

43.9

45.1

52.8

55.4

57.2

60.4

63.8

67.4

7

2.9

75.3

7

9.3

60.0

60.0

6

0.0

6

0.0

58.0

56.0

54.0

5

2.0

50.0

47.4

46.1

4

5.3

44.8

44.3

43.9

43.7

Basi

c

Pac

kag

e -

(Conti

nu

ed

)43.5

43.5

43.5

43.5

43.5

43.5

43.6

43.7

43.7

43.8

43.8

43.8

43.8

43.8

43.8

43.8

43.8

43.3

43.8

43.9

43.9

44.0

4

4.8

52.2

5

5.5

5

7.0

60.4

6

3.3

67.4

72.7

75.3

7

9.1

60.0

60.0

6

0.0

6

0.0

6

0.0

5

8.0

5

6.0

5

2.0

4

8.0

47.5

46.1

4

5.3

44.7

4

4.3

4

3.9

43.7

43.5

43.5

43.5

43.4

43.5

43.5

43.6

43.7

43.7

43.8

43.7

43.8

43.8

43.3

43.8

43.3

43.8

43.8

4

3.8

43.9

43.8

44

.0

44

.6

51

.6

55

.3

56

.9

60.3

63.7

67.3

7

2.6

7

5.1

79.0

60.0

60.0

6

0.0

6

0.0

58.0

5

6.0

5

4.0

5

2.0

5

0.0

4

7.6

46.2

4

5.3

44.7

4

4.3

4

3.9

43.7

43.6

43.5

43.5

43.4

43.5

4

3.5

43.6

43.7

43.7

43.7

43.7

43.7

43.7

43

.3

43

.8

43

.8

43.7

43.8

4

3.8

4

3.9

43.8

4

3.9

4

4.4

5

0.9

5

5.1

56

.8

60.3

63.7

67.2

72.4

7

5.0

7

3.7

60.0

60.0

6

0.0

60.0

58.0

56.0

5

4.0

5

2.0

5

0.0

47

.6

46

.3

45

.3

44.7

44.2

4

3.9

4

3.7

43.6

43.4

43.5

43.4

4

3.4

4

3.5

4

3.6

43.7

43.7

43.7

43.7

4

3.7

43.7

43.7

4

3.7

43.7

43.7

43.8

43.7

4

3.8

4

3.8

4

3.9

4

4.2

50

.4

54

.9

56.7

60.2

6

3.6

67.1

72.3

7

4.8

7

3.5

60.0

60.0

60.0

6

0.0

58.0

56.0

54

.0

52

.0

50

.0

47.7

4

6.4

4

5.3

44.7

44.2

4

3.3

4

3.6

43

.6

43.4

4

3.5

4

3.4

4

3.4

4

3.5

4

3.6

4

3.6

43.7

43

.7

43.7

43.7

43.7

43.7

43.7

43.7

43.7

4

3.7

43.7

43.8

43.8

43.9

4

4.1

50.0

5

4.8

5

6.6

60.2

6

3.6

67

.0

72.3

74.7

73.3

60.0

60.0

6

0.0

6

0.0

58.0

56.0

5

4.0

5

2.0

5

0.0

4

7.7

46

.4

45

.3

44.7

4

4.3

43

.9

43

.6

43.6

43.4

4

3.5

4

3.4

43.4

4

3.5

43.5

43

.6

43

.6

43

.6

43.7

4

3.6

43.7

43.7

4

3.7

43

.6

43.7

43.7

43.7

43.7

4

3.7

4

3.8

4

4.0

49

.6

54.7

5

6.6

60.3

63

.6

66.9

72

.2

74.5

77.9

60.0

60.0

6

0.0

6

0.0

6

0.0

5

8.0

5

6.0

5

4.0

5

1.5

47

.8

46

.6

45

.3

44

.6

44.1

43.9

43

.6

43.5

4

3.4

43.4

43.4

43.4

4

3.4

4

3.5

4

3.6

43.6

4

3.6

4

3.6

43.6

4

3.6

4

3.6

4

3.6

4

3.6

43

.6

43

.6

43

.6

43.7

43.7

43.8

43

.9

48

.9

54

.4

56

.5

60.2

6

3.6

66.9

7

2.0

74.3

7

6.8

60.0

60.0

6

0.0

6

0.0

58.0

5

6.0

5

4.0

5

2.0

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60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.9 47.1 46.8 46.6 46.5 46.4 46.4 46.3

46.2 46.1 46.0 46.0 45.9 45.9 45.9 46.0 46.1 46.2 46.5 46.6 46.8 46.9 47.0 47.1

47.2 47.4 47.6 48.0 48.5 49.3 53.1 55.0 56.9 58.5 59.8 67.0 73.4 91.0 94.0 94.0

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 47.3 46.7 46.6 46.5 46.4 46.3 46.3 46.2

46.1 46.1 46.0 46.0 46.0 45.9 45.3 45.8 45.3 45.9 46.1 46.3 46.4 46.5 46.7 46.8

46.9 47.1 47.4 47.7 48.2 49.1 51.6 54.8 56.8 58.4 60.3 66.2 72.1 77.4 91.0 94.0

60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.8 47.1 46.6 46.5 46.4 46.3 46.3 46.2 46.1

46.0 46.0 46.0 45.9 45.6 45.5 45.4 45.5 45.5 45.6 45.7 45.7 45.8 45.9 46.0 46.0

46.1 46.2 46.6 47.0 47.3 47.9 49.2 56.3 57.2 58.4 60.5 65.8 69.6 75.7 82.1 89.9

60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.7 46.9 46.6 46.3 46.3 46.2 46.2 46.1 46.1

46.1 46.1 46.1 45.6 45.2 44.9 45.0 45.1 45.2 45.2 45.3 45.3 45.3 45.3 45.3 45.4

45.4 45.5 45.6 45.7 46.0 47.1 48.7 56.5 57.4 58.7 60.9 65.6 69.3 74.5 84.8 88.2

60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.7 46.8 46.4 46.1 46.0 46.0 46.0 46.0 46.0

46.0 45.9 45.4 44.9 44.7 44.6 44.6 44.6 44.7 44.7 44.7 44.7 44.7 44.8 44.8 44.8

44.8 44.8 44.9 45.1 45.6 47.1 51.3 56.4 57.7 59.1 61.9 65.5 68.9 77.0 84.7 87.0

60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.7 46.7 46.2 46.0 45.8 45.8 45.8 45.7 45.6

45.5 45.3 45.0 44.8 44.7 44.4 44.3 44.3 44.3 44.3 44.4 44.4 44.4 44.4 44.4 44.5

44.5 44.5 44.7 44.9 45.6 46.9 53.0 56.0 58.0 59.4 62.2 65.1 68.5 78.2 84.5 86.3

60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.8 46.7 46.1 45.8 45.7 45.6 45.6 45.5 45.4

45.3 45.1 44.8 44.7 44.6 44.4 44.3 44.1 44.1 44.1 44.2 44.2 44.3 44.3 44.4 44.4

44.5 44.6 44.7 44.8 45.2 46.6 51.9 56.0 58.0 59.4 62.1 64.9 68.4 78.1 84.1 85.7

60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.8 46.6 46.0 45.7 45.6 45.5 45.5 45.4 45.3

45.1 44.9 44.7 44.5 44.4 44.3 44.2 44.1 44.0 44.0 44.1 44.1 44.2 44.2 44.3 44.3

44.4 44.5 44.5 44.6 44.9 46.3 51.3 56.4 58.1 59.6 62.3 65.1 68.9 78.8 84.0 85.4

60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.9 46.6 46.0 45.7 45.6 45.5 45.4 45.3 45.2

45.0 44.8 44.6 44.4 44.3 44.3 44.2 44.0 44.0 44.0 44.0 44.1 44.1 44.2 44.2 44.2

Basic Package -

(Continued

)44.3 44.3 44.4 44.6 44.8 46.2 50.0 56.3 58.1 59.5 62.1 64.9 68.7 78.1 83.8 85.1

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.6 46.0 45.7 45.5 45.4 45.3 45.3 45.1

44.9 44.6 44.5 44.4 44.3 44.1 44.1 44.0 44.0 44.0 44.0 44.0 44.0 44.0 44.1 44.1

44.2 44.3 44.4 44.5 44.8 46.0 49.9 56.2 58.0 59.5 62.0 64.8 68.5 77.7 83.3 85.0

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.6 46.0 45.7 45.5 45.4 45.2 45.2 45.0

44.8 44.6 44.4 44.3 44.2 44.1 44.1 44.0 43.9 43.9 43.9 43.9 44.0 44.0 44.1 44.1

44.1 44.2 44.3 44.5 44.8 46.0 49.6 56.1 57.9 59.5 62.0 64.7 68.5 77.5 83.1 84.9

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.7 46.0 45.7 45.5 45.3 45.2 45.2 44.9

44.7 44.5 44.3 44.2 44.1 44.1 44.0 44.0 44.0 43.9 43.9 43.9 44.0 44.0 44.0 44.1

44.1 44.2 44.3 44.5 44.8 46.0 49.6 56.0 57.9 59.4 62.0 64.6 68.4 77.2 82.9 84.9

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.7 46.0 45.7 45.5 45.3 45.2 45.1 44.9

44.7 44.5 44.3 44.1 44.1 44.1 44.0 44.0 44.0 43.9 43.9 43.9 43.9 43.9 44.0 44.0

44.1 44.2 44.3 44.5 44.8 45.9 49.6 56.0 57.8 59.4 62.0 64.6 68.5 77.1 82.7 84.8

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.7 46.0 45.6 45.4 45.3 45.2 45.0 44.8

44.6 44.4 44.3 44.1 44.1 44.0 44.0 44.0 44.0 43.9 43.9 43.9 43.9 43.9 43.9 44.0

44.0 44.1 44.3 44.5 44.8 45.8 49.5 55.9 57.7 59.3 61.9 64.5 68.4 76.8 82.5 84.8

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.7 46.1 45.6 45.4 45.3 45.2 45.0 44.8

44.6 44.3 44.2 44.1 44.0 44.0 43.9 44.0 44.0 43.9 43.9 43.9 43.9 43.9 43.9 44.0

44.0 44.1 44.3 44.5 44.7 45.7 49.6 55.8 57.7 59.3 61.9 64.5 68.3 76.5 82.4 84.7

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.8 46.1 45.7 45.4 45.3 45.1 45.0 44.7

44.5 44.2 44.1 44.0 44.0 44.0 44.0 44.0 44.0 43.9 43.9 43.9 43.9 43.9 43.9 44.0

44.0 44.1 44.3 44.4 44.7 45.7 49.7 55.7 57.6 59.2 61.9 64.4 68.2 76.3 82.2 84.6

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.8 46.1 45.6 45.4 45.2 45.1 44.9 44.7

44.4 44.2 44.1 44.0 43.9 43.9 44.0 43.9 43.9 44.0 43.9 43.9 43.9 43.9 43.9 44.0

44.0 44.1 44.3 44.4 44.7 45.6 49.8 55.5 57.6 59.2 61.9 64.4 68.6 76.0 82.0 84.4

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.9 46.1 45.7 45.4 45.2 45.0 44.9 44.6

44.3 44.1 44.0 43.9 43.9 43.9 43.9 44.0 43.9 43.9 44.0 43.9 43.9 43.9 43.9 43.9

44.0 44.1 44.2 44.4 44.6 45.5 49.9 55.3 57.4 59.1 61.9 64.4 68.6 75.6 81.5 84.2

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 47.0 46.2 45.6 45.4 45.1 45.0 44.8 44.4

44.1 44.0 43.9 43.8 43.8 43.9 43.9 43.9 43.9 43.9 43.9 43.8 43.9 43.9 44.0 44.0

44.0 44.1 44.2 44.4 44.7 45.6 49.7 55.0 57.1 58.9 61.8 64.3 68.5 75.1 80.4 83.8

60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 47.5 46.4 45.7 45.4 45.1 44.9 44.6 44.3

44.0 43.9 43.8 43.7 43.7 43.8 43.8 43.9 44.0 43.9 43.9 43.9 44.0 44.0 44.0 44.0

44.0 44.1 44.2 44.4 44.7 45.7 49.4 54.2 56.5 58.5 61.4 64.0 67.8 74.5 79.1 82.5

60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 46.6 45.8 45.4 45.0 44.7 44.3 44.0

43.8 43.7 43.6 43.6 43.6 43.7 43.7 43.8 43.9 43.9 44.0 44.0 44.0 43.9 44.0 44.0

44.0 44.1 44.2 44.4 44.6 45.0 48.6 53.7 56.0 58.0 60.8 63.9 67.5 73.9 78.1 81.0

60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.1 46.8 45.8 45.3 45.0 44.6 44.2 43.9

43.7 43.6 43.6 43.6 43.6 43.6 43.7 43.8 43.8 43.9 43.9 43.9 43.9 44.0 44.0 44.0

44.0 44.0 44.1 44.2 44.4 44.7 47.0 53.9 55.8 57.8 60.8 64.1 67.9 73.7 77.2 80.4

60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.2 47.0 45.9 45.3 44.9 44.5 44.1 43.9

43.7 43.6 43.6 43.5 43.5 43.6 43.7 43.8 43.8 43.8 43.9 43.9 43.9 43.9 43.9 43.9

44.0 44.0 44.0 44.0 44.2 44.5 46.3 53.5 55.6 57.6 60.8 64.1 67.8 73.5 76.2 80.0

60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 47.2 45.9 45.3 44.9 44.4 44.1 43.8

43.6 43.6 43.5 43.5 43.5 43.6 43.6 43.7 43.8 43.8 43.8 43.9 43.9 43.9 43.9 43.9

43.9 43.9 44.0 44.0 44.0 44.1 45.7 53.1 55.4 57.4 60.5 64.0 67.7 73.2 75.6 79.6

60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 48.0 47.3 46.0 45.3 44.8 44.4 44.0 43.7

43.6 43.5 43.5 43.5 43.5 43.5 43.6 43.7 43.8 43.8 43.8 43.8 43.8 43.8 43.8 43.9

43.9 43.8 43.9 43.9 43.9 43.9 45.1 52.8 55.4 57.2 60.4 63.8 67.4 72.9 75.3 79.3

60.0 60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.4 46.1 45.3 44.8 44.3 43.9 43.7

43.5 43.5 43.5 43.5 43.5 43.5 43.6 43.7 43.7 43.8 43.8 43.8 43.8 43.8 43.8 43.8

43.8 43.8 43.8 43.9 43.9 44.0 44.8 52.2 55.5 57.0 60.4 63.8 67.4 72.7 75.3 79.1

60.0 60.0 60.0 60.0 60.0 58.0 56.0 52.0 48.0 47.5 46.1 45.3 44.7 44.3 43.9 43.7

43.5 43.5 43.5 43.4 43.5 43.5 43.6 43.7 43.7 43.8 43.7 43.8 43.8 43.8 43.8 43.8

43.8 43.8 43.8 43.9 43.8 44.0 44.6 51.6 55.3 56.9 60.3 63.7 67.3 72.6 75.1 79.0

60.0 60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.6 46.2 45.3 44.7 44.3 43.9 43.7

43.6 43.5 43.5 43.4 43.5 43.5 43.6 43.7 43.7 43.7 43.7 43.7 43.7 43.8 43.3 43.8

43.7 43.8 43.8 43.9 43.8 43.9 44.4 50.9 55.1 56.8 60.3 63.7 67.2 72.4 75.0 78.7

60.0 60.0 60.0 60.0 58.0 56.0 54.0 52.0 50.0 47.6 46.3 45.3 44.7 44.2 43.9 43.7

43.6 43.4 43.5 43.4 43.4 43.5 43.6 43.7 43.7 43.7 43.7 43.7 43.7 43.7 43.7 43.7

AP

PE

ND

IX A

- (C

ontin

ued)

Basic Package -

(Con

tinu

ed)

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42 42 63 42 43 63 60 43 61

.5 .6 .7 .3 .6 .6 .9 .6 .6 .8 .6 .5 .8 .6 .4 .9 .5 ,3 .2 .2 ,1 ,7 .4 .9 .9 .0 .6 .0 .3 .5 .0 .3 .8 .0 .6 ,7 .0 .8 .4 .0 .0 .8 .0

AP

PE

ND

IX A

- (C

ontin

ued)

Block Centered Flow Package

1 19

120

0 1

17

1 (2014)

200 200 200 200 20

0 200 200 200 200

100 100 100 100

50

50

40

20

20

200 200 200 200 200 200 200 200

1 DELR

200

200 200 100 100 100 100 100 100 100 100

20

20

20

20

40

50

50 100 100 200 200

17

200 200

20

40

200 200

200 50

200

17 1.

1 1

100 100

15

15

1 1

100 100

15

15

1 1

100 100

15

15

1 10

100 100

15

15

1 10

100 100

15

15

10

10

100 100

15

15

1 10

100 100

15

15

1 10

100 100

15

15

1 1

21

21

15

15

1 1

21

21

15

15

1 1

21

21

15

15

1 1

100 100

15

15

1 1

100 100

15

15

1

100 3 1

100 3

10

100 3

10

100 15 10

100 15 10

100 15 10

100 15 10

100 15 10 21 15 10 21 15

1

21 15 1

21 15 1

200 15

200 50

2-00

1

200

100 200

1574E-5

1

50

3 1

50

3

10 50

3

10 50

3 I

50

3

10 50

3

10 50 15 10 50 15 50 21 15 10 21 15 10 21 15

1

21 15

1

21 15

10 50

3 1

50

3 1

50

3 1

50

3 1

50

3 1

50

3 1

50 15 10 50 15 50 2 1

15 10 21 15 10 21 15 10 21 15 10 21 15

(2014)

200

100 200

200 200

50 200

50 200

200 40

200 20

100 20

100

20

(20F4.0)

10 50

3 1

50

3 1

50

3 1

50

3 1

50

3 1

50

3 1

50

5

10 50

5

80 21

5

50 21

5

50 21

5

50 21

5

50 21

5

10 50

3 1

50

3 1

50

3 1

50

3 1

50

3 1

50

3

10 50 5

50 50

5

80 21

5

80 21

5

80 21

5

80 21

5

80 21

5

10 50

3 1

50

3 1

50

3 1

50

3 1

50

3

10 50

3

50 50 5

80 50 5

80 21

5

80 21

5

80 21

5

80 21

5

80 21

5

10

50

10 50 10

50

10 50 10 50 50 50 80 50

80 50 80 50 80 50

100 50

100 50 80 50

50 50

50 50 10

50 10

50 50 50 80 50 80 50 80 50 80 50 80 50

100 50

100 50

100 50

80

50

80

50

50

50 50

50 80 50 80

50 80 50

80 50 80 50 80 50 80 50 30 50 50 50

80 80

80 80 80 80 80

80 80 80 80 80 80 80 80 80 80 80 80 80

80 80 30 30 50 90

1

50 20

1

80 80

80

80

80

80 80

80 80

80 80 80 80

80 80 80 80 80 80 80 30 80 80 30 50 80

DELC

50

20

40

20

20

40

20

50

20

50

20

100

20

100

K, LAYER

1

80

80

80 80 80

80 80

80 80 80 80 80 80 80 80 80 80 80 80 80 80 80 30 80 50 80

80

100 80

100

80

100

80

100 80

100 80

100 80

100 80

100 80

100

30

100 80

100 80

100 50

100

80 50 80 50 80

50 80

80 80 80 80

80 80

80 80 80

80

100 80

100 80

100 80

100 50

100

80 50 80 50 80 50 80

50 80

50 80

50 80 50 80 80 80

100 30

100 80

100 80

100 50

100

80 50 80 50 80

50

80

50 80 50 80 50 80 50 80 50 80 50 30 50 80 50 80 50 50 50

100 50

100 50

100

50

100 50

100 50

100 50

100

50

100 50 SO 50 80 50 80 50 80 50 30 50

100 30

100 30

100 30

100 30

100 30

100

30

100

30

100 30

100 30

100

30

100

30

100 30

100 30

Blc 1

100 15

1

100 15

1

100

15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

'Ck Centered Flow Package -

1100 15

1

100

15 1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

100 15

1

21 15

1

21 15

1

21 15

1

21 15

1

21 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

21 15

1

21 15

1

21 15

1

21 15

1

21 15

1

200 15

1

200 15

1

200 15 1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

200 15

1

21 15

1

21 15

1

21 15 1

21 15

1

21 15

10 21 15 10 21 15

10 21 15 10 21 15 10 21 15 10 21 15 10 21 15 10 21 15

1

21 15

1

21 15

1

21 10

1

21 10

1

21 10

1

21 10 1

21 10 1

21 10

1

21 15

50 21

5

50 21

5

10 21

5

10 21

5

10 21

5

10 21

5

10 21

5

10 21

5

10 21

5

10 21

5

10 21 10 10 21 10 10 21 10

1

21 10 1

21 10

1

21 10

1

21

5

80 21

5

80 21

5

50 21

5

50 21

5

50 21

5

50 21

5

50 21

5

50 21

5

50 21

5

50 2 1 5

50 21 10 10 21 10 10 21 10 10 21 10 10 21 10 10 21 10 10 21

5

80 21

5

80 21

5

80 21

5

80 21 -5 80 21

5

80 21

5

80 21

5

80 21

5

SO 21

5

80 21

5

80 21 10 50 21 10 50 21 10 50 21 10 10 50 10 10 50 10 10 50

5

80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 50 50 50 50 50 50 50

120

(Con

tinu

ed)

100 50

100 50

100 50

100 50

100 50

100 50

100 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 50 50 50

120

100 50

100 50

100 50

100 50

100 50

100 50

100 50

100 50

100 50

100 50

100 50

100 50 80 50 80 50 80 50 80 50 80

120

50 80 50 80 50 80 50 50 50 50 50 50 50 50 50 50 50 80

100 80

100 80

100 80 80 80 80 80 80 80 80 80 30

120

50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 30 50 80 50 80 80 80 80 30 80 30 80 30 80 80

50 80 50 80 50 80 50 80 50 80 50 80 50

80 50 80 50 80 50 80 50 80 50 80 80

80 80 80 80 80 30 80 30

120

50

170 50

170 50

170

50

170 50

170

50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 80

170 80

170 80

170

50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 50

170 80

170 80

170 80

170

50

100 50

100

50

100 50

100

50

100 50

100

50

100 50

100 50

100 50

100 50

100 50

100 50

100 50

100 80

100 30

100 30

100

50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 50 80 50 80 50 80 50 80 50 30 50

80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50 80 50

100 30

100 30

100 30

100 30

100 30

100 30

100

30

100 30

100 30

100 30

100 30

100 50

100 20

100 20

100 20

100 20

100 20

AP

PE

ND

IX A

- (

Con

tinue

d)

Block Centered Flow Package -

(Continued)


(Continued)

1100

15

100

15

100

15 1

100

15

100 15 1

100

15 1

100

15 1

100

15 1

21 15 21 15 1

2 1

15 1

50

15 1

50

15 50

15 1

80

15 1

80

15 1

80

15

1

21 15

21 15

21 15

1

21 15

21

15

21 15 1

21 15

21 15 1

21 15

21 15 1

21 15 1

21

15 1

50

15 50

15 1

80

15 1

80 15 1

80 15

1

21

15

21

15

21 15 1

21 15

21 15

21 15 1

21 15

21 15 1

21 15

21 15 1

21

15 1

21

15 1

50

15

50

15 1

80

15 1

80

15 1

80 15

1

50

15

50

15

50

15 1

50

15

50

15

50

15 1

50

15 50 15 1

50

15

50

15 1

21

15 1

21 15 1

50

15 50

15 1

80

15 1

80

15 1

80

15

1

50

15

50

15

50

15 1

50

15

50

15

50

15 1

50

15 50

15 1

50

15

50

15

50

15 1

21 15 1

50

15 50

15 1

SO

15 1

80 15 1

SO

15

1

50 5

50 5

50 5 1

50 5

50 5

50 5 1

50 5

50 5 1

50 5 1

50 5

50 5 1

7 1 5 1

50 5

50 5 1

80 5 1

80 5 1

80 5

10 50 5

10

50 5 1

50 5 1

50 5

50 5 1

50 5 1

50 5

50 5 1

50 5 1

50 5

50 5 1

21

5 I

50 5

50 5 1

80 1 1

80 1 1

30 1

10

50 5

10

50 5

10

120 5

10

120 5

120 5 1

120 5 1

80 5

80 5 1

80 5 1

80 5

80 5 1

21

5 1

80 1

80 1 1

80 1 1

80 1 1

80 1

50

120

50

120

50

120

50

120 10

120 5

120 5

80 1

80 1

80 1

80

80 1

21

1

80

80 1

80 1

80 1

80

50

120 50

120

50

120 50

120 50

120

10

120

10

120 5

120

10

80 1

80

80 1

2 1 1

21 10

80

10

80

10

SO

10

80

80

120

80

120

120

80

120 80

120

50

120 50

120 10

120 50

120 10

120

10

80

10

21 10

21

50

80

50

30

50

30 50

30

80

120 80

120

120 80

120 80

170

80

170

80

170 50

170 80

170 50

120

50

80

50

80

50

21 80

80

80

30

80

80

30 30

80

80

80

80

80

80

80

120 80

170

170

80

170

80

170

80

170

80

120

80

120 80

120 80

120

80

80

80

80

80

80

80

80

80

120 80

120

120 80

120 80

170

170 80

170 80

170

80

170

120

80

120

80

120

80

120 80

30

30

80

30

30

30

30

80

170

80

170

170 80

170 80

170

170

80

170

SO

170

80

170 80

170 80

170 80

170 80

170 80

170 80

170 80

170 80

170

80

170 80

170

170 80

200 80

200

200

80

200 80

200

80

200

200 80

200

80

200 80

200 80

170 80

170 80

170 60

170

80

200

80

200

200

80

200 30

200

200 80

200 80

200 80

200 21

200 21

200 21

200 80

200 80

170 80

170 80

170 80

170

80

80

80 80

80

80

80 80

80

80

100 80

200

80

200

80

21

80

21

150 21

150

100

150

100

150

100

150

100

150

100

150

80

50

80 50

50

80

50

80

50

50

100 50

200

50

200 50

21

50

21 50

100 50

100 50

100

50

100 50

100

150

200

150

i;o :o

100 ;o 1:0 :o

100 :o

ICO :o 110 :o i;o 50 no 50

130 50 :i 50

i:0 50 1!0 50

100 50

150 50

liO 50

ICO 50

130 50

1

80

15

120 30

40

120

30

40

110

30

40

100 30

45 90

30

45

80

30

50

75

30

50

70

35

45

70

35

45

70

20 40

75

15 45

80

14

45

80

15 45 80

15 45

80 15 45

80 15

45

1

30

15

110 30

40

100 30

40 90

30 45 90 30

50

80

30

55

70 30

55

65 30

50 65 37 50

60

36 50 60

20

50 65 14

45

70

14

45

70

14

45

70

14

45

70

14 45

70

14

45

1

30

15

17 100

30 45

90

30

50

30

30

55

80

30 60

70

30

55 60

30

55

60

30 60

60

30 60

50 30

55

50

20 55 60 14 50

60 14

50 60

14

50 65

14

50

65

14

50 65 14

50

1

80

15 90

30

50

80

30

55

70

30 60 70

30

65

60

30 65

60

30 65

50

30 60

50

30 60

40

30

60

40

20

55 50

14

50

50 14

50

50

14

50

55

14 50

55

14

50 60

14 50

80

15 1

80

30

55

70

30 60

60

30

70 60 30

75

50

30

75

45

30

70

40

30

65

35

30

55

35

30

55

35

20

55 35

15 55

35 15 55

40 14

55

40

14

55

40

14

55

45

14

55

80 5

80 1

80

1

80

10

80

50 80

80

80

(20F4.0)

60

30

55

60

30 65 50

30 65

50

30

70 45 30

70

40

31 65

40

30

55

35

30

55

35

30

55

35 20

55 35 15 55 35 15 55 35 15 55 35 14 55 35 14 60 35 14 60

50 30 55 50 30 60 40

30 60 40 30 60 35

30

60

35 32 55 35 30 55 35 30

55 35 30 55

35

20

55 35 16 55 35

15 55 35 15 60 35 14 60 35 14 60 35 14 60

30 30 55 30 30 55 30 30 55 30

30 55 30 30 55 30 32 55 30 30 55 30 30 55 30 30 55 30 26 55 30 16 55 30 16 60 30 16 60 30 14 60 30 14 60 30 14 60

30 30 30 30 30

30

30 30 30 30 30 32 30 30 30 30 30 30 30 26 30 16 30 16 30

16 30 15 30 15 30 15

30

30

30 30 30 30

30

30 30 30 30

32 30

30 30 30 30 JO 30

26 30 16 30 16 30 16 30 15 30 15 30 15

30

30 30 30 30 30

30

30

30

30 30 32 30

30 30 30 30 30 30 26 30 16 30 16 30 16 30 16 30 16 30 16

30 30

30 30

30 30

30 30 30 30 30 32 30

30

30

30

30 30 30 26 30 16 30 16 30 16 30 16 30

16 30 16

80

80

1

30 35 30 30 30 30 30 30

30

30 30 32 30 30 30 30 30 30

30 26 30 16 30 16 30 16 30 16 30 16 30 16

80

80

80

170

80

170

80

170

100

150

BOTTOM,

30

35 30 30 30 30 30 30 30 30 30 32 30 30 30 30 30 30 30 26 30 16 30 16 30 16 30 16 30 16 30 16

30

35 30 30 30 30

30 30 30

30 30 32 30 32 30 30 30 30

30 26 30 16 30 16 16 16 16 16 18 16 18 16

30 35 30 30 30 30

30 30 30 30 30 32 30 32 30 30 30 30 30 36 30 16 30 16 16 16 16 16 18 16 18 16

30 35 30 30

30

30 30 30

30 30 30 32 30 31 30 30 30 30 20 36 18 18 18 18 16 16 16 16 16 16 16 16

30 40 30 32 30 32 30

32 30

32 30 35 30 30

30

30

30 30 20

38 18

34

18 30 16 30

16 30 16

30 16 30

100 100

150

50

LAYER

1

30

30

40

40

30

30

35

40

30

30

34

40

30

30

34

40

30

30

34

40

30

30

38

40

30

30

32

35

30

38

30

35

30

17

30

35

20

17

38

30

18

16

35

40

16

16

35

40

16

16

35

40

16

16

35

40

16

16

35

40

16

16

35

40

AP

PE

ND

IX A

- (C

ontin

ued)


(Continued)

90 15 45 90 15 45 90 15 45

100 15 45

100 15 45

100 15 45

100 15 45

110 15 45

120 15 45

120 15 45

120 15 45

120 15 45

120 15 45

120 15 45

120 15 45

120 15 45

120 15 45

75 14 45 75 14 45 80 14 50 80 14 50 80 14 50 90 14 50 90 14 50 90 14 50

100 14 50

100 14 50

100 14 50

100 14 50

110 14 50

120 14 50

120 14 50

120 14 50

120 14 50

65 14 50 65 14 50 70 14 50 70 14 50

70

14 50 75 14 55 75 14 55 SO

14 55 80

14 55 80 14 55 80

14 55 90 14 55 90 14 55 90 14 55

100 14 55

100 14 55

110 14 50

60 14

55 60 14 55 60 14 55 60 14 55 60 14 60 65 14 60 65 14 60 70 14 60 70 14 60 70 14 60 70 14 60 75 14 60 75 14 60 80 14 60 80 14 60 80 14 60 90 14 55

45 14 55 45 14 60 45 14 60 45 14 60

45 14 60 50 14 60 55 14 60 60 14 60 60 14 60 60 14 60 65 14 65 70

14 65 70 14 65 70 14 65 70 14 60 75 14 60 75 14 60

40 14 60 40 14 60 40 14 60 40 14 60 40 14 60 45 14 60 45 14 60 45 14 60 45 14 65 45 14 65 55

14 65 60 14 65 60 14 65 60 14 65 60 14 65 60 14 65 60 14 65

35 14 60 35 14 60 35 14 60 35 14 60 35 14 60 35 14 65 40 14 65 40 14 65 40 14 65 40 14 65 45 14 65 45 14 65 45 14 65 45 14 65 45 14 65 45 14 65 55 14 65

30 14 60 30 14 60 30 14 60 30 14 60 30 14 60 30 14 65 30 14 56 30 14 56 35 14 65 35 14 65 40 14 65 40 14 65 45 14 65 45 14 65 45 14 65 45 14 65 45 14 65

30 15 30 15 30 15 30 15 30 15 30 15 30 15 30 15 30 15 30 15 30 15 30 15 35 15 40 15 40 15 40 15 40 15

30 15 30 15 30 15 30 15 30 15 30 15 30

15 30 15 30

15 30 15 30 15 30 15 30

15 30 15 30 15 30 15 30 15

30 16 30 16 30 16

30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16

30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16

30 16 30 16 30 16 30 16 30 16 30 16 30

16 30 16 30 16 30 16 30

16 30 16 30 16 30 16 30 16 30 16 30 16

30 16

30 16

30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 16 16 16 16 16 16

18

16

18 16 18 16 18 16 18 16 18 16 18 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16

18 16

18 16 18 16 18

16 18

16 18

16 18 16

16 16 16 16 16 16 16 16 16 16 16 16 16

16 16 16 16 16 16 16

16 16 16 30 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16 16

16

16 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30 16 30

16 30 16 30 16 30 16 35 16 35 16 35 16 40 16 40 16 40 16 35 16 35 16 32 16 32 16 32 16 32 16 32 16 32

16

35 16 35 16 35 16 40 16 40

16 40 16

45 16 45 16 45 16 40 16 40

16 35 16 35 16 35 16 35 16 35 16 35

Block Centered Flow Package

120 120 115 100

80

15

14

14

14

14

45

50

50

55

60

120 120 120 100

80

15

14

14

14

14

45

45

50

55

60

120 120 120 100

80

15

14

14

14

14

45

45

45

50

55

120 120 120 110

90

15

14

14

14

14

40

45

45

50

55

130 120 120 110

90

14

14

14

13

14

40

45

45

50

50

130 120 120 120 100

14

14

14

14

14

30

40

40

45

50

130 120 120 120 100

14

14

13

13

13

35

40

40

45

45

130 120 120 120 100

15

13

13

13

13

30

30

30

40

45

130 120 120 120 100

16

16

16

16

13

33

35

35

40

45

130 120 120 120 100

16

16

16

16

16

32

35

35

40

45

125 120 110 100 100

16

16

16

16

16

32

32

35

40

40

120 110 100

90

85

16

16

16

16

16

30

33

35

35

40

120 100

90

80

70

16

16

16

16

16

30

33

35

35

40

110

90

85

70

60

20

20

20

20

20

10

30

35

35

35

100

90

80

60

60

30

30

30

30

30

10

12

30

35

40

30 2.3148E-5

29 1.1574E-5

30 2.3148E-5

17

1

120 110 100

90

80

30

30

30

30

30

40

40

45

50

55

60 14 60 70 14 60 75 14 60 SO 14 60 80 14 55 80 14 55 90 13 50 90 13 50 90 13 45 90 16 45 SO 16 45 70 15 45 60 16 40 40 20 40 40 20 40

55

45

14

14

60

60

55

50

14

14

60

60

55

55

14

14

60

60

60

55

14

14

60

55

60

55

14

14

60

55

60

60

13

14

55

55

65

65

13

13

55

50

70

70

13

13

50

50

75

65

13

13

50

50

80

60

16

13

45

50

80

50

16

16

45

45

75

40

14

13

45

45

60

40

16

16

45

45

40

40

20

15

40

45

40

40

20

20

40

40

- (Continued)

40 15 40 15 45 15 45 15 50 15 50 15

50

13 55 13 60 13 60 13 50 16 40 13 40 16 40 15 40 20

35 15

35 15 40

15 40 15 40

15 40 15 45 13 50 13 50 13 40

13 40 16 40 13 40 16 40 15 40 20

30

30

16

16

30

30

16

16

30

30

16

16

30

30

16

16

35

35

16

16

35

35

15

15

35

35

13

13

40

35

13

13

40

35

13

13

35

35

13

13

35

35

16

16

35

35

13

13

35

35

16

16

35

35

15

15

35

35

15

15

(20F4.0)

(20F4.0)

(20F4.0)

(20F4.0)

60 30 55

50

30

30

30

55

55

30 30

30 30

30

30

30

30

16 16 16 16

16

16

20

16

34 16

35 15 35

14

35 13 35 13 35 13 35

13 30 13 30 16

30

15 30 15

1 1 1 1

30 35

16

16 16 16 16

16 20 16 34 16 35

15

35 15 35 14 35

13 35

13 35

13 30 13 30 16 30

15 30 15

16

16

16 16 16

16

16

16

20

16

30

15

30

15 22 14 25

13

20

13

20

13

20 13 30 14 30

15 30

15

16 16 16 16 16 16 16 16 20 16

30 15 30 15 22 14 25 13 20 16 20 12 20 12 20 14 30

15 30 15

16

16

16

30

16

16

16

30

16

16

16

30

16

16

16

30

20

16

16

30

20

20

16

16

20

20

15

16

20

20

15

16

20

15

15

18

20

16

17

17

16

16

14

16

16

16

12

12

16

16

12

12

30

30

15

15

30

30

15

15

16

16

32

35

16

16

32

35

16

16

32

35

16

16

32

35

16

16

35

40

18

14

30

30

20

15

30

35

20

20

18

18

15

16

18

32

16

16

19

30

16

16

16

18

16

16

12

16

16

16

12

30

30

20

10

10

30

30

15

10

VCONT, LAYER 1-2

TRANSMI S S I VI TY ,

LAYER 2

VCONT, LAYER 2-3

30 35

30 35

30 35

TOP,

30

30

35

40

LAYER 2

30

30

40

40

APP

EN

DIX

A -

(Con

tinue

d)


(Continued)

120 100

90

80

70

60

50

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

32

35

40

40

40

50

55

60

65

60

55

110

90

80

70

60

50

40

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

32

34

40

40

45

55

60

70

65

60

55

100

90

80

70

60

50

40

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

32

34

40

45

50

60

65

75

70

60

55

90

80

70

60

50

45

35

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

32

34

40

45

55

55

65

75

70

60

55

80

70

60

60

45

40

35

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

31

32

32

32

32

32

32

32

32

32

32

32

35

38

40

50

55

55

65

70

65

55

55

75

65

60

50

40

40

35

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

32

32

31

30

32

35

50

50

60

60

65

55

55

55

70

65

60

50

35

35

35

30

30

30

30

30

30

30

30

30

30

30

30

38

35

37

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

35

45

50

60

60

55

55

55

55

70

60

50

40

35

35

35

30

30

30

30

30

30

30

30

30

30

30

30

17

35

36

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

30

35

45

50

55

60

55

55

55

55

70

60

50

40

35

35

35

30

30

30

30

30

30

30

30

30

20

20

20

17

20

20

20

20

20

20

20

26

26

26

26

26

26

26

26

36

36

38

38

30

40

50

55

55

55

55

55

55

75

65

60

50

35

35

35

30

30

30

30

30

30

30

30

30

18

13

18

16

15

14

14

14

15

15

16

16

16

16

16

16

16

16

16

16

18

34

35

40

45

45

50

50

55

55

55

55

80

70

60

50

35

35

35

30

30

30

30

30

30

30

30

30

18

13

16

16

14

14

14

14

15

15

15

16

16

16

16

16

16

16

16

16

18

30

35

40

45

45

50

50

55

55

55

60

80

70

60

50

40

35

35

30

30

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

15

15

16

16

16

16

16

16

16

16

16

16

30

35

40

45

45

50

50

55

55

60

60

80

70

65

55

40

35

35

30

30

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

45

50

50

55

55

60

60

80

70

65

55

40

35

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

45

50

50

55

60

60

60

80

70

65

60

45

35

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

45

50

50

55

60

60

60

90

75

65

60

45

40

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

16

30

35

45

45

50

55

55

60

60

60

90

75

65

60

45

40

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

30

30

30

35

45

45

50

55

60

60

60

60


(Con

tinu

ed)

90

80

70

60

45

40

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

30

35

45

50

50

55

60

60

60

60

100

80

70

60

45

40

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

50

50

55

60

60

60

60

100

80

70

60

45

40

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

50

50

60

60

60

60

60

100

90

75

65

50

45

35

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

50

55

60

60

60

65

65

100

90

75

65

55

45

40

30

30

30

30

30

30

30

18

18

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

40

45

45

50

55

60

60

60

65

56

110

90

80

70

60

45

40

30

30

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

40

45

45

50

55

60

60

60

65

56

120 100

80

70

60

45

40

35

30

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

40

45

45

50

55

60

60

65

65

65

120 100

80

70

60

45

40

35

30

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

50

55

60

60

65

65

65

120 100

80

70

65

55

45

40

30

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

35

40

45

50

55

60

65

65

65

65

120 100

90

75

70

60

45

40

30

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

50

55

60

65

65

65

65

120 110

90

75

70

60

45

45

35

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

50

55

60

65

65

65

65

120 120

90

80

70

60

45

45

40

30

30

30

30

30

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

50

55

60

65

65

65

65

120 120 100

80

70

60

45

45

40

30

30

30

30

16

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

50

55

60

60

65

65

65

120 120 100

80

75

60

45

45

40

30

30

30

30

16

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

50

55

60

60

65

65

65

120 120 110

90

75

60

55

45

40

30

30

30

30

16

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

50

50

55

60

65

65

65

120 120 115 100

80

60

55

45

40

35

30

30

16

16

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

50

50

55

60

60

60

60

120 120 120 100

80

70

55

50

40

35

30

30

16

16

16

16

16

16

16

16

15

14

14

14

14

14

14

14

15

15

16

16

16

16

16

16

16

30

32

35

45

45

50

55

60

60

60

60

AP

PE

ND

IX A

- (

Con

tinue

d)


(Con

tinu

ed)

120 15 45

120 15 40

130 14 40

130 14 30

130 14 35

130 15 30

130 16 33

130 16 32

125 16 32

120

16 30

120 16 30

110 20 10

100 30 10

120 14 45

120 14 45

120 14 45

120 14 40

120

14 40

120 13 30

120 16 35

120 16 35

120 16 32

110 16 33

100 16 33 90 20 30 90 30 12

120 14 45

120 14 45

120

14 45

120

14 40

120 13 40

120 13 30

120

16 35

120 16 35

110 16 35

100

16

35 90 16 35 85 20 35 80 30 30

100 14 50

110 14 50

110 13 50

120 14 45

120 13 45

120 13 40

120

16 40

120

16 40

100 16 40 90 16 35 80 16 35 70 20 35 60 30 35

80 14 55 90 14 55 90 14 50

100

14 50 ioo|

13' 3

loqjf

13;

45.

100

13 45

100 .

16 45

100 16

40

85

16

40

70

16

40 60 20 35 60 30

40

75

14 60 80 14 60 80

14 55 80

14 55 90 13 50

' 90 13 50 90 13 45 90 16

45 80

16

45

70

15

45 60 16

40

40

20

40

40

20

40

55 14 60 60 14 60 60 14 60 60 13 55 65 13 55 70

13 50 75 13 50

80 16 45 80

16

45 75 14 45 60 16 45 40 20

40 40 20 40

55 14 60 55 14

55 55 14 55 60 14 55

65 13 50

70

13 50 65 13 50 60 13 50 50 16 45 40 13 45 40 16

45

40 15

45 40 20

40

45

15 45 15 50 15 50

15 50

13 55 13 60 13 60 13 50 16

40 13 40 16

40 15 40

20

40 15 40

15

40

15 40 15

45

13 50

13

50

13 40 13 40 16 40 13 40

16 40 15 40

20

30 16 30 16 35

16 35 15

35

13 40

13 40

13 35 13 35 16 35 13 35 16 35 15 35 15

30 16 30 16

35

16 35 15 35

13 35

13 35 13 35 13 35 16

35

13 35

16

35 15 35

15

16 16 20

16

34

16 35

15

35

14 35

13 35

13 35

13 35 13 30

13 30 16 30

15 30 15

16

16 20 16

34 16

35

15 35

15

35

14 35 13 35

13 35

13

30

13 30

16

30

15 30

15

16

16

16

16

20

16

30

15

30 15 22 14 25

13

20

13 20

13 20

13 30

14 30

15 30

15

16 16 16 16

20 16 30 15 30

15

22 14 25 13 20 16 20 12 20 12 20

14 30

15 30 15

16

16

16

16

20

16 20 16

20

15 20 15

20

15

20 17 16 14 16 12 16

12 30

15 30 15

16

30

16

30

16

30 20

16

20

16 20

16 15

18

16

17

16 16

16

12 16

12

30

15

30

15

16 32 16 32 16

35 18 30 20

30

20

18 15 18

16

19 16 16

16 12 16 12 30

10 30 15

16

35

16

35

16

40

14

30

15

35 20

18

16

32 16

30

16 18

16

16

16 30

20

10 30 10

29 1.1574E-5

(20F4.0)

1 TRANSMISSIVITY, LAYER 3

AP

PE

ND

IX A

- (C

ontin

ued)

Vertical Conductance Array For BCF Package Layers 1-2

and 2-3

0.000.000.000.000.000.000.000.000.000.180.230,230.230.230.230.230.230.230.250.25

0.250.250.250.180.120.120.120.120.120.120.120,150.150.080.090.080.080.080.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.180.230.230.230.230.230.230.230.230.250.25

0.250.250.250.180.120.120.120.120.120.120.120.150.150.080.090.080.080.080.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.060.180.230.230.230.230.230.230.230.250.25

0.250.250.250.180.120.120.120.120.120.120.120.150.150.080.090.080.080.080.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.060.180.230.230.230.230.230.230.230.250.25

0.250.250.250.180.120.120.120.120.120.120.120.150.150.080.090.080.080.080.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.040,180.230.230.230.230.230.230.230.230.250.25

0.250.250.250.180.120.120.120.180.180.180.180.230.230.080.090.080.080.080.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.060.180.230.230.230.230.230.230.230.230.230.250.38

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0.000.000.050.050.050.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0. 000

. 000. 000

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Vertical Conductance Array For BCF Package Layers 1-

2 and 2-

3 -

(Con

tinu

ed)

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0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000. 00

AP

PE

ND

IX A

- (

Con

tinue

d)


2 and 2-3

- (Continued)

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0.000.000.000.000.000.000.000.000.000.000.000.000.420.380.380.380.380.330.380.38


2 and 2-3 -

(Con

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0.390.390.390.270.270.270.270.310.470.470.470.560.560.560.560.340.340.160.070.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.800.690.340.340.310.310.310.310.310.310.39

0.390.390.390.270.270.270.390.470.470.470.470.560.560.560.560.340.340.160.070.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.420.690.340.340.310.310.310.310.310.310.39

0.390.390.390.270.270.270.390.470.470.470.470.560.560.560.560.340.340.160.070.00

AP

PE

ND

IX A

- (C

ontin

ued)

01 01


2 and 2-

3 -

(Continued)

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.420.690.340.340.340.340.310.310.310.310.39

0.390.390.390.270.270.270.390.390.470.470.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.420.690.560.340.340.340.310.310.310.310.39

0.390.390. 390.270.270.270.390.390.470.470.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.800.690.380.340.340.310.310.310.310.39

0.390.390.390.270.270.270.390.390.390.390.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.800.690.380.340.340.310.310.310.310.39

0.390.390.390.270.270.270.390.390.390.390.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.420.380.340.340.340.310.310.310.39

0.390.390.390.270.270.270.390.390.390.390.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.420.380.340.340.340.470.470.470.39

0.390.390.390.270.270.270.390.390.390.390.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.420.380.340.340.340.560.470.470.39

0,270.270.270.270.270.270.390.390.390.390.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.420.380.340.340.560.470.470.39

0.270.270.270.270.270.270.390.390.390.390.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.420.380.340.340.560.470.470.39

0.270.270.270.270.270.270.390.390.390.470.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.420.380.340.340.560.560.470.39

0.270.270.270.270.270.270.390.390.470.470.470.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000,000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.420.380.340.560.560.560.47

0.270.270.270.270.270.270.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.420.380.380.560.560.560.56

0.340.310.310.270.270.270.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.420.380.380.560.560.560.56

0.340.340.310.270.270.270.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.420.380.560.560.560.56

0.340.340.310.270.270.270.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.420.330.690.560.560.56

0.340.340.310.270.270.270.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.POO.000.000.000.000.000.000.000.000.000.000.000.000.000.000.420.690.560.560.56

0.560.340.310.270.270.270.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.800.690.690.690.56

0.560.560.4-70.390.390.390.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000,000.000.000.000.000.000.000.000.000.000.000.000.000.000.00


2 and 2-

3 -

(Con

tinu

ed)

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.800.300.690.56

0.560.560.560.470.390.390.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.300.690.56

0.560.560.560.470.390.390.390.390.470.470.560.560.560.560.560.340.340.170.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.69

0. 560.560.560.470.470.470.470,470.470.470.560.560.560.560.560.340.340.380.170.17

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.69

0.560.560.560.470.470.470.470.470.470.470.560.560.560.560.560.560.560.690.380.38

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.690.690.56

0.560.560.560.470.470.470.470.470.470.470.560.560.560.560.560.560.690.690.380.38

0.170.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.690.690.560.56

0.560.560.560.470.470.470.470.470.470.470.560.560.560.560.560.560.690.690.690.38

0.170.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.690.690.560.56

0.560.560.560.470.470.470.470.470.470.470.560.560.560.560.560.560.690.690.690.38

0.170.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.690.690.690.56

0.560.560.560.560.560.470.470.470.470.470.560.560.560.560.560.560.690.690.690.38

0.170.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.69

0.690.560.560,560.560.560.560.470.470.470.560.560.560.560.560.560.690.690.690.38

0.170.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

0.800.690.560.560.560.560.560.470.470.470.560.560.560.560.560.560.690.690.690.38

0.170.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.000.00

AP

PE

ND

IX A

- (

Con

tinue

d)

Oi

Transmissivity

1111

2000200020002000

1111

1111

2000200020002000

1111

1111

2000200020002000

1111

1111

2000200020002000

1111

1111

2000200020002000

1111

1111

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4000400020002000

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1111

4000400020002000

1 1

300 30

0

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300 300 300 300

4000400020002000

300 300 30

0 300

1111

4000400020002000

300 300 300 300

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4000400020002000:

300

300 300 30

0

1111

4000400040002000;

300 300

1 1

1111

4000400040002000:

300 111

1111

4000400040002000

Array For BCF Package Layers

2 and 3

1111

120002000200020002000200020002000200020002000

300 800 800 300 800 800 800 800 800 300 300 300 300 300 100

1

1111

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120002000200020002000200020002000200020002000

800 800 300 800 300 800 800 800 300 300 300 300 300 300 100

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1000200020002000400040004000400040004000200020002000 800 jOO 100

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Transmissivity Array For BCF

Package Layers

2 and 3

- (C

onti

nued

)11111

120002000200040004000200020002000200020002000200020004000

40004000400020002000200020002000400040004000400040004000400020002000 800 300 100

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20002000200020002000:

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0 300

1

AP

PE

ND

IX A

- (

Con

tinue

d)

01

Transmissivity Array For BCF Package Layers 2

and 3

(Continued)

111111111

12000200020002000200020004000400040004000

20002000200020002000200040004000400040004000400040004000400020002000 800 300

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and 3

(Con

tinu

ed)

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AP

PE

ND

IX A

- (

Con

tinue

d)

01 00


and

3 (Continued)

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nsm

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ay

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BC

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e L

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and

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onti

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40

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AP

PE

ND

IX A

- (C

ontin

ued)

Str

on

gly

Im

pli

cit

P

rocedure

P

ack

age

20

0

5

1.0

.0

005

0 0

.00

06

Rech

arg

e

Pac

kag

e

3 19

1 0 5

.28

5E

-8

Well Package

4 19

4 3 3 3 2

19

33 43 44

30

30 18

14

-0.00

-0.00

-0.46

- .15

Well H

Well 6

Tannery 2

Tannery 1

Output Control Package

4 4

12

11

0 1

1 19

APP

EN

DIX

A -

(Con

tinue

d)

River Package

River Package -(Continued)

87 87 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

-19 1 2 3 4 5 5 6 7 8 9

10 10 10 11 11 12 12 12 13 13 14 14 15 15 16 17 17 18 19 19 20 21 22 22 23 24 25 25 26 26 27 27 28

21 21 21 21 21 22 22 22 22 22 21 22 23 23 24 24 25 26 26 25 25 26 26 25 25 25 26 26 26 25 25 25 25 26 26 26 26 25 25 24 24 23 23

45 45 45 45 45 45 44 44 44 44 44 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43

.9 .8 .7 .6 .4 .0 .8 .7 .4 .0 .0 .9 .9 .9 .8 .8 .8 .8 .7 .7 .7 .7 .6 .6 .6 .6 .5 .5 .5 .5 .5 .4 .4 .4 .4 .4 .4 .4 .4 .3 .3 .3 .3

0.12

0.12

0.15

0.07

0.03

0.03

0.07

0.07

0.07

0.05

0.03

0.07

0.07

0.04

0.01

0.06

0.01

.005

.002

0.01

0.02

0.02

.007

0.01

.005

0.02

.006

.005

.006

.005

.007

.005

.003

0.01

0.01

0.01

0.01

0.03

0.01

0.03

.005

0.01

0.02

43.3

43.3

43.2

43.2

43.2

43.2

42.9

42.6

42.3

42 .0

41.8

41.6

41 .4

41.2

41.2

41.2

41.0

41.0

41.0

41.0

41.0

41.0

41.0

40.9

40.9

40.9

40.9

40.9

40.9

40.9

40.9

40.8

40.8

40.8

40.8

40.8

40.8

40.7

40.7

40.7

40.7

40.6

40.6

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

29 30 31 32 33 34 34 35 36 37 37 38 38 39 39 40 40 41 41 41 42 42 42 42 42 42 42 43 43 43 43 43 44 44 44 44 45 45 45 46 46 47 48 48

23 23 23 23 23 23 22 22 22 22 23 23 22 22 21 22 21 22 23 24 25 26 27 28 29 30 31 30 31 32 33 34 33 34 35 36 36 37 38 38 39 40 40 41

43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 43 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 41 40 39 39 39

.3 .3 .3 .3 .3 .3 .3 .3 .3 .2 ^ O .2 .2 .2 .2 .2 .1 .1 .1 .9 .8 .8 .8 .8 .8 .7 .6 .5 .5 .5 .5 .4 .4 .3 .3 .2 .2 .1 .0 .0 _ o .9 .8

. . 0 0 . . 0 0 0 0 0 0 0 0 0 0 0 0 0 . 0 0 0 . . 0 0 0 0 0 0 0 0 0 0 0

009

005

005

005

005

003

.01

.02

009

007

.01

.01

.03

.06

.07

.05

006

.05

.05

.03

.04

.01

.02

.01

009

.02

.02

.03

005

005

009

.02

009

.03

.03

.05

.01

.03

.07

005

.06

. 06

.02

.03

40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 40 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 39 38 37 37 37 37

.6 .6 .6 .6 .6 .5 .5 .5 .5 .5 .5 .5 .5 .5 .5 .4 .4 .2 .0 .0 .0 .0 .9 .9 .8 .8 .7 .7 .6 .6 .5 .5 .4 .4 .3 .3 O n

-L .3 .5 .3 .1 .0

AP

PE

ND

IX A

- S

elec

ted

inpu

t da

ta t

o th

e tr

ansi

ent

grou

nd-w

ater

-flo

w m

odel

. D

ata

are

in t

he s

peci

fic

form

at o

utlin

ed in

McD

onal

d an

d H

arba

ugh

(198

8).

Basi

c P

ack

age,

Str

ess

Peri

od

s3600

7200

14400

21600

28800

36000

7200

54000

86400

86400

172800

259200

259200

259200

3600

82800

259200

259200

345600

345600

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1. 1.

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0

stress period 1 2 3 4 5 6 7, 8 9

10

11 12,

13

14

15,

16

171819

20

G

Fail

ure

3 D

ays

Rain

H

Fail

ure

AP

PE

ND

IX A

- (

Con

tinue

d)

Oi

to

Block Centered Flow Package, Storage Factors

o 19

120

o 1

17

1 (2014)

1 DELR

200 200 200 200 200 200 200 200 200 200 200 200 100 100 100 100 100 100 100 100

100 100 100 100

50

50

40

20

20

20

20

20

20

40

50

50 100 100 200 200

200 200 200 200 200 200 200 200

Block Centered Flow Package, Storage Factors -

(Con

tinu

ed)

200 200

20

40

200 200

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.45

.30

.30

.30

.30

.45

.45

.30

.30

.30

.30

.45

.45

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

17

200 50

200

17

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

. 45

.30

.30

.30

200 50

200

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

1

200

100

200 1

.30

.30

.30

.30

.30

.30

.30

.30

.30

. 30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

(201

4)

200

100

200

200 50

200

(20F

4.

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

. 45

.30

.30

. 45

.30

.30

.45

.30

.30

.45

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

. 30 .30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

200

50

200

1) .30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

.45

.30

.30

. 45

.30

.30

.45

.30

.30

. 45

200 40 .30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

200 20 .30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

. 30

100

20

.30

.30

. 30

.30

.30

.30

.30

. 30

.30

.30

.30

.30

.30

. 30

. 30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

1

100

50

20

20

1

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30 .3

0

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

50 20

40 20

PRIMARY

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

20 40

20 50

STORAGE

.30

.30

.30

.30

.30

.30

. 30

.30

.30

.30

.30

. 30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

.30

.

. 30

.

. 30

.

DELC

20

20

20

50 100 100

, LAYER 1

30 .30

.30

30 .30

.30

30 .30

.30

30 .3

0 .3

0

30 .30 .3

0

30 .30

.30

30 .30

.30

30 .30

.30

30 .3

0 .3

0

30 .3

0 .3

0

30 .3

0 .30

30 .3

0 .30

30 .30

.30

30 .30

.30

30 .30

.30

30 .3

0 .3

0

30 .3

0 .3

0

30 .30

.30

30 .30

.30

30 .3

0 .30

30 .30 .3

0

30 .3

0 .30

30 .30

.30

30 .30

.30

,30

.30

.30

,30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

. 45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.45

.30

.30

. 45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.45

.30

.30

.45

.30

.30

.45

.30

. 30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.30

.45

.30

.45

.30

.30

.45

.30

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.45

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.45

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.30

.45

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.45

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.45

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.45

.30

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.45

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.45

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.45

.30

. 30

.45

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.45

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.30 .3

0 .3

0 .30 .3

0 .3

0 .3

0

AP

PE

ND

IX A

- (C

ontin

ued)


(Continued)

.30

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(Con

tinu

ed)

.30

.30

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17 1.1574E-5

(20F4.0)

1 K, LAYER 1

(Hydraulic conductivity of layer

I is the same as

the steady state

simulation.)

1 (20F4.0)

BOTTOM,

LAYER 1

(Bottom of layer one

is the same as

the steady state simulation.)

30 2.3148E-5

0 .0005

29 1.1574E-5

30 2.3148E-5

0 .30

17

1

(20F4.0)

(20F4.0)

(20F4.0)

(20F4.0)

1 VC

ONT,

LAYER 1-

2PRIMARY STORAGE, LAYER 2

1 TRANSMISSIVITY, LAYER 2

1 VCONT, LAYER 2-

3SECONDARY STORAGE, LAYER 2

1 TO

P, LAYER 2

(Top

of

layer

2 is

th

e

sam

e as

in

ste

ady-s

tate

si

mu

lati

on

.;

0 .0005

29 1.1574E-5

(20F4.0)

PRIMARY STORAGE, LAYER 3

TRANSMISSIVITY, LAYER 3

.30

.30

.30

.30

.30

.30

.30

.30

AP

PE

ND

IX A

- (C

ontin

ued)

Recharge Package

3 19

1 SP

1, No Recharge

0 0

1 SP

21

SP

31

SP

41

SP

51

SP

61

SP

71

SP

81

SP

91

SP 10

1 SP 11

1 SP 12,

Recharge During 3-Day Stress Period

0 2.57E-7

1 SP

1

3,

No

Rech

arg

e0

0i

SP

141

SP

151

SP

161

SP

171

SP

181

SP

191

SP

20

AP

PE

ND

IX A

- (

Con

tinue

d)

Well

4 4 3 3 3 2-1 -1 -1 -1 -1

4 3 3 3 2 4 3 3 3 2-1 -1 -1 -1 -1 -1

4 3 3 3 2 4 3 3 3 2-1 -1 -1 -1

Package 19

19

33 43 44 19

33 43 44 19

33 43 44 19

33 43 44 19

33 43 44

30 30 18

14 30 3018 14 30

30 18

14 3030 18

14 3030 18 14

-0.

-1.

-0. -.

-0.

-0.

-0. -,

-0.

-1,

-0, -,

-0 -1 -0-

-0 -1 -0-

89

56 46

15 89

.00

.46

,15

.89

.56

.46

.15

.00

.56

.46

.15

.89

.56

.46

.15

stress period

1, all pumping

stress period

stress period

stress period

stress period

stress period

stress period

2 3 4 5 6 7,G failure

stress period

8, all pumping

stress period

9stress period 10

stress period 11

stress period 12

stress period 13

stress period 14

stress period 15,

H failure

stress period 16,

all pumping

stress period 17

stress period 18

stress period 19

stress period 20

AP

PE

ND

IX B

- O

utpu

t fro

m t

he W

obur

n st

eady

-sta

te g

roun

d-w

ater

-flo

w m

odel

In

put

data

hav

e be

en e

lim

inat

ed f

rom

thi

s pr

into

ut.

U.S. GEOLOGICAL SURVEY MODULAR FINITE-DIFFERENCE GROUND-WATER MODEL

ABERJONA RIVER BASIN NEAR WOBURN 3D MODULAR MODEL - expanded to west and east

Virginia de Lima

3 LAYERS

48 ROWS

48 COLUMNS

1 STRESS PERIOD(S) IN SIMULATION

MODEL TIME UNIT IS SECONDS

I/O UNITS:

ELEMENT OF IUNIT:

1 2

3 4

5 6

7 8

9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24

I/O UNIT: 17 32

0 31 000 14 15 00 18 000000000000

BAS1 -- BASIC MODEL PACKAGE, VERSION 1,

12/08/83 INPUT READ FROM UNIT

5

ARRAYS RHS AND BUFF WILL SHARE MEMORY.

START HEAD WILL BE SAVED

66924 ELEMENTS IN X ARRAY ARE USED BY BAS

66924 ELEMENTS OF X ARRAY USED OUT OF 250000

BCFl -- BLOCK-CENTERED FLOW PACKAGE, VERSION 1,

12/08/83 INPUT READ FROM UNIT 17

STEADY-STATE SIMULATION

CELL-BY-CELL FLOWS WILL BE RECORDED ON UNIT 19

LAYER AQUIFER TYPE

1 1

2 2

3 °

6915 ELEMENTS IN X ARRAY ARE USED BY BCF


WEL1 -- WELL PACKAGE, VERSION 1,

12/08/83 INPUT READ FROM 32

MAXIMUM OF

4 WELLS

CELL-BY-CELL FLOWS WILL BE RECORDED ON UNIT 19

16 ELEMENTS IN X ARRAY ARE USED FOR WELLS


RCH1 RECHARGE PACKAGE, VERSION 1,


OPTION 3 RECHARGE TO HIGHEST ACTIVE NODE IN EACH VERTICAL COLUMN

CELL-BY-CELL FLOW TERMS WILL BE RECORDED ON UNIT 19

2304 ELEMENTS OF X ARRAY USED FOR RECHARGE


RIVl RIVER PACKAGE, VERSION 1,


MAXIMUM OF

87 RIVER NODES

CELL-BY-CELL FLOWS WILL BE PRINTED

522 ELEMENTS IN X ARRAY ARE USED FOR RIVERS


SIP1 -- STRONGLY IMPLICIT PROCEDURE SOLUTION PACKAGE, VERSION 1,


O5

APPENDIX B -

(Continued)

MAXIMUM OF 200 ITERATIONS ALLOWED FOR CLOSURE

5 ITERATION PARAMETERS

28453

ELEMENTS IN X ARRAY ARE USED BY SIP

105134

ELEMENTS OF X ARRAY USED OUT OF 250000

ABERJONA RIVER BASIN NEAR WOBURN 3D MODULAR MODEL - expanded to west and east

Virginia de Lima

BOUNDARY ARRAY FOR LAYER

1 WILL BE READ ON UNIT

5 USING FORMAT:

(2014)

(see Appendix A -

Input data - BASIC PACKAGE)



5 USING FORMAT:

(2014)

(see Appendix A -




5 USING FORMAT:

(2014)

(see

Appendix A - Input data - BASIC PACKAGE)

AQUIFER HEAD WILL BE SET TO 0.00000

AT ALL NO-FLOW NODES (IBOUND=0).

INITIAL HEAD FOR LAYER


5 USING FORMAT:

(16F5.1)

(see Appendix A -




5 USING FORMAT:

(16F5.1)

(see Appendix A -




5 USING FORMAT:

(16F5.1)

(see Appendix A -


HEAD PRINT FORMAT IS FORMAT NUMBER

4 DRAWDOWN PRINT FORMAT IS FORMAT NUMBER

4 HEADS WILL BE SAVED ON UNIT 12

DRAWDOWNS WILL BE SAVED ON UNIT 11

OUTPUT CONTROL IS SPECIFIED EVERY TIME STEP

COLUMN TO ROW ANISOTROPY =

1.000000

DELR WILL BE READ ON UNIT 17 USING FORMAT:

(2014)

(see Appendix A -

Input data - BLOCK-CENTERED FLOW PACKAGE)

DELC WILL BE READ ON UNIT 17 USING FORMAT:

(2014)

(see Appendix A -


AP

PE

ND

IX B

- (C

ontin

ued)

HYD. COND. ALONG ROWS FOR LAYER

1 WILL BE READ ON UNIT 17 USING FORMAT:

(20F4.0)

(see Appendix A -


BOTTOM FOR LAYER


(20F4.0)

(see Appendix A -


VERT HYD COND /THICKNESS FOR LAYER


(20F4.0)

(see Appendix A -

Input data - VERTICAL CONDUCTANCE FOR BCF PACKAGE)

TRANSMIS. ALONG ROWS FOR LAYER


(20F4.0)

(See Appendix A -

Input data - TRANSMISSIVITY ARRAY FOR BCF PACKAGE)

VERT HYD COND /THICKNESS FOR LAYER


(20F4.0)

(See Appendix A -

Input data -VERTICAL CONDUCTANCE ARRAY FOR BCF PACKAGE)

TOP FOR LAYER


(2OF4.0)

(see Appendix A -


00

TRANSMIS. ALONG ROWS FOR LAYER


(20F4.0)

(See Appendix A -

Input data - TRANSMISSIVITY ARRAY FOR BCF PACKAGE)

, SOLUTION BY THE STRONGLY IMPLICIT PROCEDURE

* MAXIMUM ITERATIONS ALLOWED FOR CLOSURE =

200

ACCELERATION PARAMETER

=

1.0000

HEAD CHANGE CRITERION FOR CLOSURE

=

0.50000E-03

SIP HEAD CHANGE PRINTOUT INTERVAL

=

999

5 ITERATION PARAMETERS CALCULATED FROM SPECIFIED WSEED

=

0.00200000

: O.OOOOOOOE+00

0.7885257E+00

0.9552786E+00

0.9905425E+00

0.9979999E+00

STRESS PERIOD NO.

1, LENGTH =

1.000000

NUMBER OF TIME STEPS

=

1MULTIPLIER FOR DELT

=

1.000

INITIAL TIME STEP SIZE =

1.000000

APP

EN

DIX

B -

(Con

tinue

d)

4 WELLS

LAYER

ROW

COL

STRESS RATE

WELL NO

.

87 RIVER REACHES

LAYER

ROW

COL

3 3 3 2

RECHARGE

STAGE

19

33 43 44

=

0

30

30 1814

0, 0,-0 -0

.00000

.00000

.46000

.15000

1 2 3 4

.5285000E-07

CONDUCTANCE

BOTTOM ELEVATION

RIVER REACH

(See Appendix A -

Input data - RIVER PACKAGE)

83 ITERATIONS FOR TIME STEP

1 IN STRESS PERIOD

1 MAXIMUM HEAD CHANGE FOR EACH ITERATION:

HEAD CHANGE LAYER,ROW,COL HEAD CHANGE LAYER,ROW,COL HEAD CHANGE LAYER,ROW,COL

Ol

CO

49.44

( 1,

5, 45)-36.86

( 1,

5, 45)

-3.758

(1.895

( 1,

4,

44)

-1.094

( 2,

9, 47)

-0.3767

(-0.4845

( 2,

12

, 47)

-0.4719

( 2,

9, 48)

-0.3531

(-0.2080

( 2, 11,

48)

-0.1479

( 2,

9, 47)

-0.5638E-01

(-0.7162E-01

( 2, 12,

47)

-0.7976E-01

( 2,

9, 48)

-0.5873E-01

(-0.4212E-01

( 1, 14,

6) -0.2816E-01

( 2,

9, 47)

-0.2475E-01

(0.2343E-01

( 1,

37

, 9)

-0.1454E-01

( 2,

9, 48)

-0.1054E-01

(-0.1894E-01

( 1,

14,

6) -0.5537E-02

( 1, 25,

10)

-0.1096E-01

(0.1088E-01

( 1,

37

, 9)

-0.5102E-02

( 1,

37,

9) -0.2616E-02

(-0.8370E-02

( 1, 14,

6) -0.2432E-02

( 1,

25,

10)

-0.4809E-02

(0.4872E-02

( 1,

37,

9) -0.2309E-02

( 1, 37,

9) -0.1144E-02

(-0.3665E-02

( 1,

14,

6) -0.1063E-02

( 1,

25,

10)

-0.2100E-02

(0.2145E-02

( 1,

37

, 9)

-0.1019E-02

( 1, 37,

9) -0.5003E-03

(-0.1599E-02

( 1,

14,

6) -0.4630E-03

( 1, 25,

10)

-0.9151E-03

(0.9388E-03

( 1, 37,

9) -0.4464E-03

( 1,

37,

9) -0.2177E-03

(-0.6961E-03

( 1, 14,

6) -0.2015E-03

( 1,

25,

10)

-0.3983E-03

(0.4090E-03

( 1,

37,

9) -0.1931E-03

( 1,

37,

9) -0.9490E-04

(

1,

61,

48

2,

91,

15

2,

91, 27

2,

91,

27

2, 41

1, 27

1,

81,

27

1,

81,

27

1,

81,

27

1,

8

, 46)

, 45)

, 47)

, 45)

, 47)

, 9)

, 47)

, 9)

, 13)

, 9)

, 5)

, 9)

, 5)

, 9)

, 5)

, 9)

, 5)

-4,

-0,

-0,

-0.

-0,

-0,

-0,

-0.

-0,

-0,

-0,

-0.

-0.

-0,

-0,

-0,,3

70

( 1,

,5334

( 2,

.1334

( 1,

.8663E-01

( 2,

. 4052E-01

( 1,

.1552E-01

( 2,

1823E-01

( 1,

. 6940E-02

( 2,

. 8089E-02

( 1,

.3059E-02

( 2,

.3550E-02

( 1,

.1338E-02

( 2,

.1550E-02

( 1,

. 5833E-03

( 2,

. 6750E-03

( 1,

.2540E-03

( 2,

47,

10,

17,

10,

23,

16,

23,

16,

23,

16,

23,

16,

23,

16,

23,

16,

45)

47)

47)

47) 8) 7) 8) 7) 8) 7) 8) 7) 8) 7) 8) 7)

-1, 0,

-0,

-0 -0 -0,

-0,

-0,

-0 -0 -0 -0,

-0,

-0 -0 -0

.263

(.6721

(.1952

(.1285

(. 6697E-01

(.5761E-01

(.3003E-01

(.2552E-01

(. 1325E-01

(. 1119E-01

(.5795E-02

(. 4887E-02

(. 2526E-02

(. 2129E-02

(. 1100E-02

(. 9264E-03

(

2, 1, 2, 1, 2, 1, 2, 1, 2, 1, 2, 1, 2, 1, 2, 1,

46,

11,

10,

33, 9,

33, 9,

33, 9,

33, 9,

33, 9,

33, 9,

33,

17)

47)

47)

10) 7)

10) 7)

10) 7)

10) 7)

10) 7)

10) 7)

10)

HEAD /DRAWDOWN PRINT FLAG = 1

TOTAL BUDGET PRINT FLAG = 1

CELL-BY-CELL FLOW TERM FLAG =19

OUTPUT FLAGS FOR ALL LAYERS ARE THE SAME:

HEAD

DRAWDOWN

HEAD

DRAWDOWN

PRINTOUT

PRINTOUT

SAVE

SAVE

1 111

" CONSTANT HEAD

" BUDGET VALUES WILL BE SAVED ON UNIT 19 AT END OF

"FLOW RIGHT FACE


"FLOW FRONT FACE


"FLOW LOWER FACE


" WELLS" BUDGET VALUES WILL BE SAVED ON UNIT 19 AT END OF

" RECHARGE" BUDGET VALUES WILL BE SAVED ON UNIT 19 AT END OF

RIVER LEAKAGE

PERIOD

1 STEP

1 REACH

1 LAYER

1 ROW

RIVER LEAKAGE

PERIOD

1 STEP

1 REACH

2 LAYER

1 ROW

RIVER LEAKAGE

PERIOD

1 STEP

1 REACH

3 LAYER

1 ROW

TIME

TIME

TIME

TIME

TIME

TIME

1 2 3

STEP

STEP

STEP

STEP

STEP

STEP

COL

COL

COL

1, 1, 1, 1, 1, 1,

21

2121

STRESS PERIOD

STRESS PERIOD

STRESS PERIOD

STRESS PERIOD

STRESS PERIOD

STRESS PERIOD

1 1 1 1 1 1

RATE -0.1570038E-01

RATE -0.1875916E-01

RATE -0.2162132E-01

AP

PE

ND

IX B

- (C

ontin

ued)

fRIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

'LEAKAGE

,LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE?

LEAKAGE^

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

i PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

STEP

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

4 5 6 7 8 910

11

12

1314

15

16

1718

19

20

2122

2324

2526

27

2829

303132

33

34

3536

37

38394041

42

43 444546

474849

50

51

52

53

54

55 5657

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

LAYER

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

ROW

4 5 5 6 1 8 91010

10 11 11 1212

12

13

13

14

14

1515

16

17

17

181919

20

2122

22

2324

25

2526

26

27

27

2829

3031

32

3334

34

3536

3737

38

3839

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

21

21

22

22

22

22

22

21

22

2323

24

242526

26

25

2526

26

25

25

252626

26

2525

25

2526

2626

26

25

25

2424

232323

2323

23

23

2322

22

22

22

23

232222

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

RATE

-0.1208946E-01

-0.5882035E-02

-0.1673401E-01

-0.3386834E-01

-0.2993446E-01

-0.3424965E-01

-0.2272110E-01

-0.1418038E-01

-0.2285874E-01

-0.2293350E-01

-0.1121094E-01

-0.5156402E-02

-0.1479538E-01

-0.3805390E-02

-0.2701340E-02

-0.9696350E-03

-0.3399887E-02

-0.5414124E-02

-0.5786286E-02

-0.2763428E-02

-0.3593750E-02

-0.1594048E-02

-0.5097657E-02

-0.2514130E-02

-0.2024727E-02

-0.2444413E-02

-0.2023697E-02

-0.2705376E-02

-0.2488289E-02

-0.1672234E-02

-0.4608842E-02

-0.4498749E-02

-0.4283677E-02

-0.4186326E-02

-0.1057572E-01

-0.3335037E-02

-0.1117012E-01

-0.1893425E-02

-0.3558350E-02

-0.4942628E-02

-0.2074768E-02

-0.1046601E-02

-0.9801483E-03

-0.9147645E-03

-0.8560562E-03

-0.4890747E-03

-0.1513138E-02

-0.2113037E-02

-0.7931442E-03

-0.9167634E-03

-0.1418686E-02

-0.8300019E-03

-0.1645889E-02

0.2636719E-03

AP

PE

ND

IX B

- (C

ontin

ued)

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

RIVER

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

LEAKAGE

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

PERIOD

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1STEP

1HEAD IN LAYER

1 AT END OF TIME STEP

1 IN

0 1

0 2

0 3

0 4

1 1631 46

0.00

46.29

47.06

0.00

0.00

46.24

47.04

0.00

0.00

46.16

46.87

87.84

0.00

46.06

217

32 47

0.00

0 46.23

46

47.13

47

0.00

00.00

046.19

46

47.12

47

0.00

00.00

046.11

46

46.93

46

0.00

00.00

046.00

45

318 33 48 .00

.18

.20

.00

.00

.14

.18

.00

.00

.06

.99

.00

.00

.95

4 1934

0.00

46.14

47.33

0.00

46.10

47.29

0.00

46.01

47.10

0.00

45. 90

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

REACH

58

LAYER

5 9

LAYER

60

LAYER

61

LAYER

62

LAYER

63

LAYER

64

LAYER

65

LAYER

66

LAYER

67

LAYER

68

LAYER

69

LAYER

70

LAYER

71

LAYER

72

LAYER

73

LAYER

74

LAYER

75

LAYER

76

LAYER

77

LAYER

78

LAYER

79

LAYER

80

LAYER

81

LAYER

82

LAYER

83

LAYER

84

LAYER

85

LAYER

8 6

LAYER

87

LAYER

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

ROW

39

ROW

40

ROW

40

ROW

41

ROW

41

ROW

41

ROW

42

ROW

42

ROW

42

ROW

42

ROW

42

ROW

42

ROW

42

ROW

43

ROW

43

ROW

43

ROW

43

ROW

43

ROW

44

ROW

44

ROW

44

ROW

44

ROW

45

ROW

45

ROW

45

ROW

46

ROW

46

ROW

47

ROW

48

ROW

48

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

COL

21

RATE

0.3957366E-03

22

RATE

0.4630661E-02

21

RATE

0.1366012E-02

22

RATE

0.1361580E-01

23

RATE

0.9573745E-02

24

RATE

0.5189667E-02

25

RATE

0.8921813E-02

26

RATE

0.1341552E-02

27

RATE

0.2077636E-02

28

RATE

0.8895111E-03

29

RATE

0.7202224E-03

30

RATE

0.1419220E-02

31

RATE -0.4994202E-03

30

RATE

0.5890732E-02

31

RATE

0.3854370E-03

32

RATE

0.2823257E-03

33

RATE

0.3934478E-03

34

RATE

0.6706237E-03

33

RATE

0.1963943E-02

34

RATE

0.5495452E-02

35

RATE

0.1964493E-02

36

RATE

0.2407074E-02

36

RATE

0.2039108E-02

37

RATE

0.5441207E-02

38

RATE

0.5087966E-02

38

RATE -0.3359528E-02

39

RATE -0.8637041E-01

40

RATE -0.6811525E-01

40

RATE -0.2450592E-01

41

RATE -0.3623543E-01

STRESS PERIOD

1

5 20

35

0.00

46.10

47.51

0.00

46.05

47.46

0.00

45.96

47.27

0.00

45.85

62136

0.00

0 46.03

46

47.76

48

0.00

045.96

46

47.70

48

0.00

045.84

46

47.51

47

0.00

045.77

45

7 2237 .00

.18

.23

.00

.12

.17

.00

.01

.98

.00

.88

8 23

38

0.00

46.29

48.93

0.00

46.23

48.82

0.00

46.13

48.62

0.00

45.97

92439

47.43

46.42

50.54

47.43

46.37

50.19

47.51

46.27

49.92

47.30

46.10

10

11

12

13

14

25

26

27

28

29

40

41

42

43

44

46.79

46.68

46.58

46.48

46.42

46.56

46.67

46.77

46.86

46.92

52.99

56.41

59.71

66.56

74.18

46.76

46.65

46.54

46.44

46.37

46.51

46.62

46.73

46.82

46.88

52.68

56.28

59.62

66.96

75.14

46.73

46.58

46.45

46.35

46.28

46.40

46.50

46.61

46.68

46.74

52.38

56.12

59.81

67.52

76.46

46.63

46.48

46.35

46.23

46.17

46.23

46.33

46.42

46.49

46.54

15

3045

46.36

46.99

78.07

46.30

46.96

79.54

46.22

46.80

83.17

46.11

46.60

AP

PE

ND

IX B

- (

Con

tinue

d)

0 10

0 11

0 12

0 13

46.6

688.6

80.0

045.9

146.3

687.6

70.0

045.7

546.0

784.6

50

.00

45.6

045.8

480.9

10.0

045.4

445.6

179.0

30.0

045.2

745.3

577.5

00.0

045.0

945.0

775.9

80.0

044.9

844.8

775.3

90.0

044.9

044.7

475.1

50.0

044.8

344.6

375.0

7

46.7

289.8

30

.00

45.8

546.4

088.6

40

.00

45.6

946.1

186.1

60

.00

45.5

445.8

783.5

30

.00

45.3

745.6

482.1

0O

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45.1

945.3

780.9

10

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45.0

145.0

979.9

10

.00

44.8

944.8

979.4

20.0

044.8

144.7

679.1

70

.00

44.7

544.6

679.0

7

46.7

80.0

00.0

045.7

946.4

60.0

00.0

045.6

346.1

50.0

00.0

045.4

745.9

184.0

50.0

045.3

045.6

783.3

00.0

045.1

145.3

982.4

00

.00

44.9

345.1

181.6

00

.00

44.8

144.9

181.1

90

.00

44.7

344.7

880.9

70

.00

44.6

744.6

880.8

2

46.8

9

0.0

045.7

346.5

6

0.0

045.5

646.2

3

0.0

045.4

045.9

8

0.0

045.2

345.7

4

0.0

045.0

345.4

2

0.0

044.8

445.1

3

0.0

044.7

344.9

4

0.0

044.6

544.8

2

0.0

044.5

844.7

2

47.0

5

0.0

045.6

746.7

1

0.0

045.5

046.3

6

0.0

045.3

446.1

0

48.0

245.1

645.8

4

47.5

144.9

645.4

8

47.7

144.7

645.1

7

47.8

644.6

644.9

8

48.0

044.5

744.8

6

48.2

044.5

144.7

6

47.2

5

0.0

045.6

046.9

0

0.0

045.4

346.5

3

0.0

045.2

746.2

7

47.4

545.0

945.9

9

47.0

844.8

845.5

6

46.9

144.4

745.2

3

46.9

144.5

745.0

3

46.9

344.5

044.9

1

46.9

844.4

544.8

1

47.6

8

0.0

045.5

647.3

4

0.0

045.2

846.9

5

46.6

245.1

346.6

8

46.5

944.8

946.2

9

46.5

844.4

545.7

1

46.5

344.2

345.3

5

46.5

244.4

645.1

1

46.5

144.4

545.0

1

46.5

144.3

944.9

1

48.3

3

0.0

045.7

248.0

0

46.5

645.4

847.5

9

46.5

245.3

047.3

2

46.4

745.1

246.9

0

46.4

244.8

746.3

6

46.3

744.2

345.8

4

46.3

244.1

845.5

2

46.2

944.3

445.3

3

46.2

744.3

245.2

1

49.6

1

46.6

945.8

749.3

1

46.4

945.6

348.9

8

46.4

345.4

448.5

7

46.3

645.2

448.2

1

46.2

845.0

147.8

3

46.1

844.6

547.3

8

46.1

044.3

246.8

3

46.0

544.0

546.3

5

46.0

244.2

146.1

4

52.0

0

46.4

846.0

051.6

9

46.3

945.7

551.2

2

46.3

145.5

550.6

6

46.2

045.3

550.4

9

46.0

945.1

150.2

4

45.9

544.8

050.2

3

45.8

544.5

149.9

9

45.8

044.1

849.8

2

45.7

544.0

449.6

4

56.2

0

46.3

746.0

956.1

5

46.2

645.8

456.5

5

46.1

445.6

356.4

5

46.0

145.4

255.7

4

45.8

445.1

855.3

0

45.7

044.8

854.7

3

45.6

144.6

354.9

7

45.5

544.3

454.9

2

45

.50

44.1

854.8

1

61.0

1

46.2

346.1

762.1

0

46.0

945.9

162.9

3

45.9

545.7

062.8

2

45.7

945.4

861.9

7

45.6

345.2

561.5

4

45.4

944.9

560.6

9

45.3

944.7

360.3

1

45.3

344.5

360.1

5

45.2

944.4

060.0

2

66.6

8

46.1

146.2

366.8

9

45.9

645.9

667.1

8

45.8

245.7

468.0

7

45.6

645.5

267.6

5

45.5

045.2

966.7

1

45.3

545.0

066.0

5

45.2

544.7

965.0

2

45.1

844.

6464.6

4

45.1

344.5

264.4

9

75.8

7

46.0

446.2

675.1

6

45.8

945.9

974.3

7

45.7

445.7

773.2

4

45.5

845.5

572.5

2

45.4

245.3

170.8

4

45.2

745.0

368.8

1

45.1

644.8

268.1

7

45.0

844.6

867.9

3

45.0

244.5

767.8

5

84.6

3

45.9

846.3

183.9

1

45.8

246.0

380.9

5

45.6

745.8

076.8

7

45.5

145.5

775.3

8

45.3

545.3

373.7

2

45.1

845.0

571.1

0

45.0

744.8

570.5

0

44.9

944.7

170.2

9

44.

9244.6

070.2

8

AP

PE

ND

IX B

- (

Con

tinue

d)

0 1

4

0 15

0 16

0 17

0 18

0 19

0 2

0

CO

0 21

0 2

2

0 23

0 2

4

0 25

0.0

044.7

944

.57

75

.07

0.0

04

4.7

54

4.5

175.1

30

.00

44.7

24

4.4

775.1

80

.00

44.7

04

4.4

475.2

20.0

044.6

844.4

27

5.2

60

.00

44

.66

44

.39

75.3

00.0

044.6

444

.37

75

.33

0.0

044.6

14

4.3

57

5.3

60.0

04

4.5

84

4.3

27

5.3

90.0

04

4.5

34

4.2

77

5.4

50.0

044

.47

44

.21

75.5

00

.00

44

.37

44

.12

75.5

1

0.0

04

4.7

14

4.5

979.0

10

.00

44.6

644.5

478.9

70

.00

44.6

34

4.5

078.9

40

.00

44.6

144.4

77

8.9

20

.00

44.5

944.4

578.8

90

.00

44.5

74

4.4

278.8

70

.00

44

.55

44

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30

.00

44

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44

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.80

0.0

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4.3

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30

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44.4

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90

.00

44.3

844.2

37

8.4

20

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44

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5

0.0

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244.6

280.7

10

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44

.58

44.5

68

0.6

10.0

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54

4.5

280.5

40

.00

44.5

34

4.5

080.4

80.0

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14

4.4

780.4

30

.00

44

.49

44.4

580.3

70.0

04

4.4

64

4.4

28

0.3

10.0

04

4.4

444.4

08

0.2

40.0

04

4.4

14

4.3

68

0.1

10.0

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64

4.3

07

9.9

00.0

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044.2

479.7

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144.1

57

9.5

2

0.0

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444.6

5

0.0

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94

4.6

0

0.0

04

4.4

744.5

6

0.0

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544.5

3

0.0

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34

4.5

0

0.0

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144.4

8

0.0

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944.4

5

0.0

04

4.3

744.4

3

0.0

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44

4.3

9

0.0

04

4.2

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3

0.0

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44

4.2

7

0.0

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544.1

7

48

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44

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44

.69

48

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44

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44

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48

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44.4

044.6

0

48

.84

44

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44

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44

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44

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49

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44

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44

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49

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44

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44

.49

49

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44

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44

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0.0

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84

4.4

3

0.0

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4.2

44

4.3

7

0.0

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4.1

944.3

0

0.0

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4.1

14

4.2

0

47.0

444.4

24

4.7

4

47.0

94

4.3

84

4.6

8

47

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44

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44

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47

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44

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44

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47

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44

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44.5

9

47

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14

4.5

6

47.8

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944.5

3

47.9

34

4.2

74

4.5

0

48

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44

.24

44.4

6

48.7

64

4.2

04

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0

49

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44

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49.6

94

4.0

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4.2

3

46

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44.3

64

4.8

4

46

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44

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44

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46

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44

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44

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46

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44

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44

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46

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44

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44

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46

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44.2

64

4.6

4

46

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44

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44

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46

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44.2

34

4.5

8

46

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44.2

044.5

4

46

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44.1

74

4.4

7

46.8

74

4.1

34

4.3

9

47.5

244.0

74

4.2

8

46

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44

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45

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46.2

54

4.2

74

5.0

6

46.2

444.2

545.0

1

46.2

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44

4.9

8

46

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44

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44

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46.2

34

4.2

244.9

2

46.2

344.2

044.8

8

46

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44

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44.8

4

46

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44.1

744.7

8

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8

46

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44

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44

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46

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44

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5

45

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44

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4

45

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145.9

5

45.9

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94

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0

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44

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45

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45.9

34

4.1

845.8

5

45

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44

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45

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45

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44

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45

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45

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44.1

44

5.7

7

45.8

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34

5.7

4

45.8

64

4.1

045.6

4

45

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44

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45.5

3

45

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44

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45.3

7

45

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43.9

74

9.5

0

45.6

943.9

64

9.3

4

45.6

74

3.9

24

9.2

4

45.6

64

3.8

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9

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43.9

34

9.1

7

45.6

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6

45

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43.8

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6

45

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6

45

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43.9

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6

45.5

74

4.0

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0

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74

9.1

2

45.4

94

3.7

54

8.8

8

45.4

743.9

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2

45.4

44

3.9

954.6

4

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243.9

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8

45.4

143.9

25

4.5

5

45.4

043.9

054.5

2

45.3

84

3.9

154.4

9

45.3

74

3.9

654.4

8

45.3

543.9

55

4.4

6

45.3

343.8

654.4

5

45.3

043.8

55

4.4

3

45.2

64

3.8

354.3

2

45.2

143.8

253.9

8

45.2

544.3

059.9

4

45.2

24

4.2

65

9.8

9

45.2

044.2

359.9

1

45.1

844.2

059.9

2

45

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44

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59.9

2

45.1

54

4.1

75

9.9

1

45.1

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9.8

8

45.1

144.1

459.8

4

45.0

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4.1

159.7

6

45.0

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9.6

2

45.0

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4

44.9

443.9

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1

45

.09

44

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64

.43

45.0

544.3

864.3

9

45.0

244.3

564.3

7

45.0

14

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36

4.3

4

44

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16

4.3

3

44

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44

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64.3

1

44

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44

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64.2

9

44.9

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56

4.2

6

44.9

144.2

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9

44.8

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76

4.0

7

44.8

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26

3.9

1

44.7

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9

44.9

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4

44.9

444.4

46

7.8

8

44

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44.4

067.9

0

44

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44.3

867.9

2

44.8

744.3

667.9

4

44

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44.3

467.9

5

44

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44.3

267.9

7

44.8

244.2

96

8.0

0

44.7

844.2

668.0

4

44

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44.2

268.0

4

44.6

74

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6

44.5

74

4.0

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5

44.8

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37

0.3

6

44.8

44

4.4

77

0.5

6

44.8

144.4

470.6

9

44

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44.4

17

0.7

7

44

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44

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70

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44.7

544.3

770.9

8

44.7

344.3

471.0

8

44.7

044.3

271.1

8

44.6

744.2

971.3

1

44.6

244.2

471.4

6

44

.56

44.1

971.6

1

44

.46

44.1

07

1.6

7

AP

PE

ND

IX B

- (C

ontin

ued)

0 26

0 27

0 2

8

0 29

0 30

0 31

0 32

0 33

0 3

4

0 35

0 36

0 37

0.0

044.2

344.0

175.3

20.0

044.1

043.9

175.0

60

.00

44.0

243.8

474.7

80.0

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643.7

774.4

20.0

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143.7

274.0

10.0

043.8

743.7

073.5

60.0

043.8

443.6

873.1

00.0

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043.6

572.6

10.0

043.7

643.6

372.1

90.0

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243.6

071.8

70.0

043.6

543.5

771.3

40.0

043.5

543.5

170.5

3

0.0

044.1

444.0

277.9

60.0

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243.9

277.6

80

.00

43.9

443.8

577.4

60

.00

43.8

843.7

877.2

40.0

043.8

343.7

377.0

30.0

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043.7

176.7

90.0

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743.6

876.5

30.0

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343.6

676.2

50.0

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375.9

90.0

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543.6

175.7

70.0

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943.5

775.4

30.0

043.4

943.5

274.8

8

0.0

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643.9

378.8

90

.00

43.9

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678.6

80

.00

43.8

343.7

978.4

80

.00

43.7

843.7

578.2

90

.00

43.7

543.7

278.0

90.0

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143.6

977.8

70.0

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843.6

677.6

20

.00

43.6

443.6

477.4

00

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43.6

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177.2

00.0

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343.5

876.8

80.0

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343.5

276.4

3

0.0

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244.0

4

0.0

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243.9

4

0.0

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7

0.0

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0

0.0

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443.7

6

0.0

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143.7

3

0.0

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843.7

1

0.0

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443.6

8

0.0

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143.6

5

0.0

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2

0.0

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9

0.0

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143.5

3

0.0

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6

0.0

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6

0.0

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9

0.0

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2

0.0

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243.7

8

0.0

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5

0.0

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643.7

2

0.0

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243.7

0

0.0

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943.6

7

0.0

043.5

543.6

4

0.0

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043.6

0

0.0

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143.5

4

50.0

443.9

744.0

9

0.0

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8

0.0

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143.9

1

0.0

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543.8

4

0.0

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043.8

0

0.0

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743.7

7

0.0

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343.7

4

0.0

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1

0.0

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743.6

9

0.0

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6

0.0

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2

0.0

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143.5

6

48.1

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3

48.7

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2

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4

49.5

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7

49.6

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1

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8

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6

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4

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1

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9

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5

0.0

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9

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1

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8

46.8

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1

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2

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2

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6

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3

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8

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9

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0

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8

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0

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5

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0

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4

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9

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4

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7

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7

45.4

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0

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9

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8

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7

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3

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8

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2

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5

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1

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3

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9

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7

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6

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8

44.8

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3

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8

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2

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4

44.7

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3

44.7

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9

44.6

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7

44.6

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2

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9

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7

44.6

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8

44.5

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7

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8

44.4

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1

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2

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0

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5

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1

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6

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5

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5

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3

44.2

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6

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3

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9

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3

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8

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0

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5

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2

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6

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5

o Oi

AP

PE

ND

IX B

- (C

ontin

ued)

0 38

0 39

0 40

0 41

0 42

0 43

0 44

0 45

0 46

0 47

0 48

0.0

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00

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1

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2

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25

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5

AP

PE

ND

IX B

- (C

ontin

ued)

HEAD IN LAYER

2 AT END OF TIME STEP

1 IN STRESS PERIOD

1

0 1

0 2

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0 4

0 5

0 6

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1 16

31

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40.0

0

46.3

646.8

00.0

0

46.2

646.6

70

.00

46.1

646.4

80.0

0

46.0

346.2

30.0

0

45.8

845.9

60

.00

45.7

345.7

40.0

0

45.5

745.5

20

.00

45.4

145.2

80

. 00

45.2

645.0

068.7

2

15

30

45

46.3

5

46.9

00.0

0

46.2

946.8

60

.00

46.2

046.7

10

.00

46.1

046.5

20

.00

45.9

746.2

50.0

0

45.8

145.9

80

.00

45.6

545.7

60.0

0

45.5

045.5

40.0

0

45.3

445.3

00.0

0

45.1

745.0

270.8

8

AP

PE

ND

IX B

- (C

ontin

ued)

0 11

0 12

0 13

0 14

0 15

0 16

0 17

0 18

0 19

0 20

0 21

0 22

0.0

044.9

744.8

470.5

10

.00

44.8

944.7

170.4

40

.00

44.8

344.6

10

.00

0.0

044.7

844.5

40.0

00

.00

44.7

444.4

80.0

00

.00

44.7

144.4

40.0

00

.00

44.6

944.4

20

.00

0.0

044.6

744.4

00.0

00

.00

44.6

544.3

80.0

00

.00

44.6

344.3

60.0

00.0

044.6

144.3

30.0

00.0

044.5

744.3

00.0

0

0.0

044.8

944.8

770.5

60.0

044.8

144.7

470.5

40.0

044.7

444.6

40.0

00.0

044.7

044.5

70.0

00.0

044.6

544.5

00.0

00.0

044.6

244.4

60.0

00.0

044.6

044.4

40.0

00.0

044.5

844.4

20

.00

0.0

044.5

644.4

00.0

00.0

044.5

444.3

80

.00

0.0

044.5

244.3

50.0

00.0

044.4

944.3

20

.00

0.0

044.8

144.8

970.5

90.0

044.7

344.7

60

.00

0.0

044.6

644.6

60.0

00.0

044.6

144.5

90

.00

0.0

044.5

744.5

30.0

00.0

044.5

444.4

80

.00

0.0

044.5

244.4

60.0

00.0

044.5

044.4

40

.00

0.0

044.4

844.4

20.0

00.0

044.4

644.4

00

.00

0.0

044.4

444.3

70.0

00

.00

44.4

144.3

40.0

0

0.0

044.7

244.9

2

0.0

044.6

444.8

0

0.0

044.5

844.7

0

0.0

044.5

344.6

3

0.0

044.4

944.5

7

0.0

044.4

644.5

2

0.0

044.4

444.4

9

0.0

044.4

244.4

7

0.0

044.4

044.4

5

0.0

044.3

844.4

3

0.0

044.3

644.4

1

0.0

044.3

344.3

7

0.0

044.6

544.9

7

0.0

044.5

744.8

5

0.0

044.5

144.7

5

0.0

044.4

644.6

9

0.0

044.4

244.

63

0.0

044.4

044.5

8

0.0

044.3

844.5

5

0.0

044.3

644.5

2

0.0

044.3

444.5

0

0.0

044.3

344.4

7

0.0

044.3

144.4

5

0.0

044.2

844.4

1

46.8

844.5

845.0

3

46.9

044.5

144.9

1

46.9

344.4

544.8

1

0.0

044.4

144.7

5

0.0

044.3

844.6

9

0.0

044.3

544.6

5

0.0

044.3

444.6

2

0.0

044.3

244.5

9

0.0

044.3

044.5

6

0.0

044.2

844.5

3

0.0

044.2

744.5

0

0.0

044.2

444.4

6

46.5

144.5

345.1

1

46.5

044.4

645.0

0

46.4

944.4

144.9

1

46.4

944.3

744.8

4

46.4

844.3

344.7

8

46.4

844.3

144.7

5

46.4

844.2

944.7

2

46.4

844.2

844.6

9

46.4

944.2

644.6

6

46.4

944.2

544.6

3

0.0

044.2

344.6

0

0.0

044.2

144.5

5

46.3

144.4

845.4

3

46.2

844.4

245.2

8

46.2

744.3

645.1

7

46.2

644.3

245.1

0

46.2

544.2

945.0

2

46.2

444.2

744.9

6

46.2

444.2

644.9

4

46.2

344.2

444.9

1

46.2

344.2

344.8

8

46.2

244.2

144.8

4

46.2

244.2

044.8

1

46.2

144.1

844.7

5

46.0

944.5

246.8

2

46.0

544.3

946.1

6

46.0

144.3

445.9

9

45.9

944.2

945.9

0

45.9

644.2

645.8

2

45.9

544.2

445.7

6

45.9

444.2

345.7

3

45.9

344.2

245.6

9

45.9

244.2

045.6

7

45.9

144.1

945.6

5

45.8

944.1

745.6

4

45.8

844.1

545.6

4

45.8

444.5

949.9

8

45.7

944.4

349.8

7

45.7

444.3

449.6

9

45.7

144.3

049.5

3

45.6

844.2

749.3

5

45.6

644.2

449.1

8

45.6

544.2

348.8

9

45.6

444.2

148.5

0

45.6

344.2

048.1

6

45.6

244.1

847.8

6

45.6

144.1

747.5

8

45.5

944.1

547.2

2

45.6

044.6

654.9

7

45.5

444.5

154.9

1

45.4

944.3

954.7

9

45.4

644.3

454.7

0

45.4

344.3

054.6

1

45.4

144.2

854.5

4

45.4

044.2

60.0

0

45.3

944.2

40.0

0

45.3

744.2

30

.00

45.3

644.2

10

.00

45.3

544.2

00

.00

45.3

244.1

70.0

0

45.3

744.7

460.2

3

45.3

244.5

960.0

9

45.2

744.4

859.9

5

45.2

444.4

159.8

5

45.2

044.3

659.7

2

45.1

844.3

30.0

0

45.1

744.3

10.0

0

45.1

544.2

90.0

0

45.1

344.2

70.0

0

45.1

244.2

60.0

0

45.1

044.2

40.0

0

45.0

744.2

20.0

0

45.2

444.7

865.0

0

45.1

744.6

564.6

1

45.1

144.5

464.4

6

45.0

744.4

664.4

1

45.0

444.4

10.0

0

45.0

144.3

80

.00

44.9

944.3

60.0

0

44.9

844.3

40.0

0

44.9

644.3

10.0

0

44.9

444.2

90

.00

44.9

344.2

70.0

0

44.9

044.2

40.0

0

45.1

544.8

068.1

4

45.0

744.6

767.9

0

45.0

144.5

667.8

1

44.9

744.4

967.7

9

44.9

344.4

30.0

0

44.

9044.4

00.0

0

44.8

844.3

80.0

0

44.8

744.3

60

.00

44.8

544.3

40.0

0

44.8

344.3

10.0

0

44.8

144.2

90.0

0

44.7

844.2

60

.00

45.0

644.8

270.3

8

44.9

844.6

970.1

8

44.9

244.5

970.1

5

44.8

744.5

270.1

6

44.8

344.4

60.0

0

44.8

044.4

20.0

0

44.7

844.4

00.0

0

44.7

644.3

80.0

0

44.7

444.3

60.0

0

44.7

244.3

40.0

0

44.7

044.3

10.0

0

44.6

744.2

80.0

0

AP

PE

ND

IX B

- (

Con

tinue

d)

0 23

0 24

0 2

5

0 26

0 2

7

0 2

8

0 29

00

0 30

0 31

0 32

0 3

3

0 3

4

0.0

044

.52

44

.25

0.0

00

.00

44

.46

44

.19

0.0

00

.00

44

.36

44

.11

0.0

00

.00

44

.22

43

.99

0.0

00

.00

44

.11

43

.90

0.0

00

.00

44

.03

43

.83

0. 0

00

.00

43

.96

43

.77

0.0

00

.00

43

.91

43

.73

0.0

00

.00

43

.88

43

.71

0.0

00

.00

43

.84

43

.68

0.0

00

.00

43

.81

43

.65

0.0

00

.00

43

.76

43

.63

0.0

0

0.0

044.4

344.2

70.0

00.0

044.3

744.2

10.0

00.0

044.2

844.1

20.0

00.0

044.1

344.0

00.0

00.0

044.0

143.9

10.0

00.0

043.9

543.8

40.0

00.0

043.8

843.7

80.0

00.0

043.8

34

3.7

40.0

00.0

043.8

043.7

10.0

00.0

04

3.7

643.6

90.0

00.0

043.7

343.

660.0

00.0

04

3.6

94

3.

630.0

0

0.0

04

4.3

644.2

90.0

00.0

04

4.3

044.2

30.0

00.0

04

4.2

04

4.1

40.0

00

.00

44.0

744.0

10.0

00.0

04

3.9

54

3.9

10.0

00.0

043.8

943.8

50.0

00.0

04

3.8

34

3.7

90.0

00.0

04

3.7

84

3.7

50.0

00.0

04

3.7

543.7

20.0

00.0

04

3.7

24

3.6

90.0

00.0

04

3.

684

3.

670

.00

0.0

04

3.6

443.

640

.00

0.0

044.2

94

4.3

1

0.0

04

4.2

34

4.2

5

0.0

044.1

44

4.1

6

0.0

04

4.0

244.0

3

0.0

043.9

143.9

3

0.0

043.8

543.8

6

0.0

043.7

943.8

0

0.0

043.7

543.7

6

0.0

043.7

143.7

3

0.0

04

3.6

843.7

0

0.0

04

3.6

54

3.6

8

0.0

04

3.6

14

3.6

5

0.0

044.2

344.3

5

0.0

04

4.1

844.2

8

0.0

044.1

044.1

8

0.0

043.9

944.0

5

0.0

043.8

94

3.9

5

0.0

043.8

343.8

8

0.0

04

3.7

743.8

2

0.0

04

3.7

24

3.7

8

0.0

043.6

943.7

5

0.0

043.6

64

3.7

2

0.0

04

3.6

343.6

9

0.0

043.5

943.6

7

0.0

044.2

044.4

0

0.0

04

4.1

544.3

2

0.0

044.0

744.2

2

0.0

04

3.9

644.0

8

0.0

043.8

843.9

7

0.0

043.8

243.9

0

0.0

043.7

543.8

4

0.0

04

3.7

04

3.8

0

0.0

04

3.

6743.7

7

0.0

043.6

443.7

4

0.0

043.

6143.7

1

0.0

04

3.5

74

3.6

8

0.0

044.1

744.4

7

0.0

044.1

244.3

9

0.0

044.0

54

4.2

8

0.0

043.9

444.1

3

0.0

043.8

64

4.0

2

0.0

043.7

943.9

4

0.0

04

3.7

243.8

7

0.0

043.6

84

3.8

3

0.0

043.6

44

3.8

0

0.0

04

3.6

14

3.7

7

0.0

043.5

843.7

4

0.0

04

3.5

543.7

1

0.0

044.1

444.6

5

0.0

044.1

044.5

5

0.0

04

4.0

344.4

1

0.0

043.9

144.2

5

0.0

043.8

244.1

3

0.0

043.7

544.0

5

0.0

04

3.

6843.9

8

0.0

043.6

443.9

3

0.0

043.6

243.9

0

0.0

04

3.5

94

3.8

6

0.0

04

3.5

64

3.8

3

0.0

043.5

343.8

0

45.8

444.1

24

5.5

7

45.8

144.0

84

5.4

7

45

.78

44.0

04

5.3

0

45

.75

43

.87

45

.04

0.0

04

3.8

044.8

6

0.0

04

3.7

444.7

3

0.0

043.6

94

4.6

2

0.0

043.6

54

4.5

5

0.0

043.6

344.5

0

0.0

043.

6044.4

5

0.0

04

3.5

744.4

0

0.0

043.5

544.3

5

45.5

644.1

246.7

7

45.5

34

4.0

746.3

9

45.4

943.9

945.9

6

45

.43

43

.89

45.6

2

45

.36

43.8

245.5

2

45.3

343.7

60

.00

45.3

143.7

10

.00

45.3

14

3.

670

.00

45

.30

43.6

50

.00

0.0

043.6

20

.00

0.0

043.5

90

.00

0.0

04

3.5

70

.00

45.2

944

.13

0.0

0

45.2

544.0

90.0

0

45.2

044.0

20.0

0

45

.11

43.9

20.0

0

45.0

243.8

40.0

0

44.9

543

.78

0.0

0

44.8

843.7

30.0

0

44.8

34

3.

690.0

0

44.8

043

.66

0.0

0

44

.76

43.6

40.0

0

44.7

34

3.

610.0

0

44.7

043

.59

0.0

0

45

.04

44.1

80.0

0

45

.00

44.1

30.0

0

44

.94

44.0

50.0

0

44

.81

43

.95

0.0

0

44.6

943.8

60.0

0

44.6

243.8

00.0

0

44.5

343.7

40.0

0

44

.47

43

.70

0.0

0

44.4

343.6

80

.00

44.3

943.6

50.0

0

44.3

543.6

30.0

0

44

.31

43

.60

0.0

0

44

.86

44

.20

0.0

0

44

.81

44.1

50.0

0

44.7

244.0

70.0

0

44.5

643.

960.0

0

44

.45

43

.87

0.0

0

44.3

74

3.8

10.0

0

44.3

04

3.7

50.0

0

44.2

443.7

10.0

0

44.2

04

3.6

90.0

0

44

.16

43

.66

0.0

0

44.1

14

3.6

30.0

0

44.0

743.6

10.0

0

44.7

344.2

20.0

0

44.6

744.1

60.0

0

44

.57

44.0

80.0

0

44.4

343.9

70.0

0

44.3

243.8

80.0

0

44.2

44

3.8

20.0

0

44

.17

43.7

60.0

0

44.1

243.7

20.0

0

44.0

84

3.6

90.0

0

44.0

443.6

70.0

0

44.0

043.

640.0

0

43.9

643.6

10.0

0

44.6

244.2

30.0

0

44.5

544.1

80.0

0

44.4

644.0

90.0

0

44

.32

43.9

80.0

0

44.2

143.8

90.0

0

44.1

343.8

20.0

0

44

.06

43.7

70.0

0

44.0

143.7

30.0

0

43.

9843.7

00.0

0

43.

9443.

670.0

0

43.9

143.6

50.0

0

43.8

743.6

20.0

0

-a CO

AP

PE

ND

IX B

- (

Con

tinue

d)

0 35

0 36

0 37

0 38

0 39

0 40

0 41

0 42

0 43

0 44

0 45

0 46

0.0

043.7

243.6

00

.00

0.0

043.6

543.5

60.0

00.0

043.5

243.5

00.0

00.0

043.3

843.4

30.0

00.0

043.1

443.3

30

.00

0.0

042.7

44

3.1

90

.00

0.0

042.0

842.9

70

.00

0.0

041.0

042.6

70.0

00

.00

39.8

94

2.3

60

.00

0.0

03

9.7

742.1

00

.00

0.0

040.1

141.8

80

.00

0.0

04

0.5

241.7

30.0

0

0.0

043.6

543.6

10

.00

0.0

043.5

943.5

70

.00

0.0

04

3.4

94

3.5

10

.00

0.0

04

3.3

743.4

40

.00

0.0

04

3.1

64

3.3

40

.00

0.0

042.7

643.2

00

.00

0.0

042.0

74

2.9

80

.00

0.0

040.

9442.6

80

.00

0.0

03

9.5

74

2.3

80

.00

0.0

039.9

64

2.1

20

.00

0.0

04

0.3

341.9

00

.00

0.0

040.

6141.7

40

.00

0.0

04

3.6

14

3.6

10

.00

0.0

04

3.5

543.5

70

.00

0.0

04

3.4

64

3.5

10

.00

0.0

04

3.3

54

3.4

50

.00

0.0

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743.3

50

.00

0.0

04

2.8

143.2

10.0

00

.00

42.1

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90

.00

0.0

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442.7

00

.00

0.0

03

8.7

74

2.4

00

.00

0.0

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0.0

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40

.00

0.0

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04

1.9

10

.00

0.0

04

0.7

241.7

40

.00

0.0

04

3.5

74

3.6

2

0.0

04

3.5

243.5

8

0.0

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343.5

2

0.0

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343.4

6

0.0

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643.3

6

0.0

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543.2

2

0.0

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14

3.0

0

0.0

04

1.1

942.7

2

0.0

039.8

742.4

3

0.0

04

0.4

04

2.1

7

0.0

04

0.7

04

1.9

3

0.0

040.8

84

1.7

5

0.0

043.5

54

3.6

4

0.0

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04

3.6

0

0.0

04

3.4

14

3.5

4

0.0

04

3.3

143.4

7

0.0

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543.3

7

0.0

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743.2

3

0.0

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443.0

2

0.0

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4

0.0

04

0.6

44

2.4

6

0.0

04

0.7

342.2

0

0.0

04

0.9

14

1.9

6

0.0

04

1.0

64

1.7

6

0.0

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34

3.6

6

0.0

04

3.4

743.6

2

0.0

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843.5

6

0.0

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043.4

9

0.0

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44

3.3

9

0.0

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143.2

5

0.0

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843.0

4

0.0

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742.7

7

0.0

04

1.1

44

2.4

9

0.0

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542.2

3

0.0

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141.9

8

0.0

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14

1.7

6

0.0

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14

3.6

9

0.0

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543.6

5

0.0

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743.5

8

0.0

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843.5

2

0.0

04

3.1

643.4

1

0.0

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743.2

8

0.0

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243.0

7

0.0

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142.8

1

0.0

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4

0.0

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342.2

7

0.0

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142.0

0

0.0

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541.7

4

0.0

04

3.5

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7

0.0

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643.7

3

0.0

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843.6

6

0.0

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043.5

8

0.0

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3.1

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8

0.0

04

3.0

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2

0.0

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3

0.0

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242.8

6

0.0

04

1.7

94

2.5

9

0.0

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84

2.3

1

0.0

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1.4

942.0

2

0.0

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74

1.6

9

0.0

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244.3

0

0.0

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3.4

844.2

3

0.0

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04

4.1

2

0.0

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3.3

343.

97

0.0

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343.8

3

0.0

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843.6

2

0.0

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243.3

2

0.0

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943.0

3

0.0

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142.7

2

0.0

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742.3

8

0.0

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2

0.0

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5

0.0

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40

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0.0

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00

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0.0

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30

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0.0

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60

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0.0

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3.2

64

4.6

5

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14

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7

0.0

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8743.7

2

0.0

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2.4

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4

0.0

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99

0.0

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0

0.0

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1

0.0

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5

44

.67

43

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0

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20

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44

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0.0

0

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80.0

0

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3.2

84

6.3

3

0.0

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3.1

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2

0.0

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04

5.2

5

0.0

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54

4.4

2

0.0

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2.2

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3

0.0

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1.9

54

3.0

1

0.0

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1.7

742.5

9

0.0

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1.6

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5

44

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43.5

70

.00

44.1

943.5

30

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70

.00

43

.92

43

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0.0

0

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00

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43.2

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50.0

0

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347.9

0

41.7

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946.7

4

40.6

14

2.2

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5

39.7

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0

39

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0

0.0

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7

44.0

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80

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43

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0.0

0

43.8

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80

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04

3.4

10

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10

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54

3.1

70

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42

.42

42.

940

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41

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42.6

20

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04

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90

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38.8

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0

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40

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1.7

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8

43.9

24

3.5

90

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43.8

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50

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34

3.4

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0

43.5

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20

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20

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50

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30

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60

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50

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6

43.8

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90

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43.7

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50

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40

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39.2

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80

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70.0

0

0.0

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20

.00

AP

PE

ND

IX B

- (C

ontin

ued)

0 47

0.00

0.00

41.65

0.00

0 48

0.00

0.00

41.61

0.00

HEAD IN LAYER

3 AT

1 16

31 46

0 1

0.00

0.00

0.00

0.00

0 2

0.00

46.22

0.00

i 0.00

0 3

0.00

46.15

46.67

0.00

04

0.00

46.05

46.50

0.00

0 5

0.00

45.90

46.25

0.00

06

0.00

45.73

45.97

0.00

0 7

0.00

45.59

45.76

0.00

0 0410 0 0

410

.00

.00

.65

.00

.00

.00

.61

.00

END OF

0 46 0 0 046 0 0 046 460 0

45 460 0

45 460 0

45 450 0

45 450

2 17 32 47 .0

0 .2

2.0

0.0

0.0

0.1

8.0

0.0

0.0

0.1

0.6

9.0

0.0

0.9

9.5

2.0

0.0

0.8

4.2

7.0

0.0

0.6

7.9

9.0

0.0

0.5

2.7

8.0

0

0 0410 0 0

410

.00

.00

.65

.00

.00

.00

.61

.00

TIME STEP

0 46 0 0 0 46 0 0 0

46 460 0

45 460 0

45 460 0

45 460 0

45 450

3 18 33 48 .0

0 .1

7.0

0.0

0.0

0.1

3.0

0.0

0.0

0.0

5.7

1.0

0.0

0.9

4.5

3.0

0.0

0.7

8.2

9.0

0.0

0.6

1.0

1.0

0.0

0.4

6.8

0.0

0

0.00

0.00

41.65

0.00

0.00

41.61

1 IN

4 19 34

0.00

46.14

0.00

0.00

46.09

0.00

0.00

46.01

46.72

0.00

45.89

46.55

0.00

45.73

46.31

0.00

45.55

46.03

0.00

45.39

45.82

041 41

0 041

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.30

.65

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.00

.61

STRESS

0 460 0

460 0

450 0

450 0

45 46

045 46

045 45

5 20 35 .0

0 .1

1.0

0

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. 97

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.85

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.67

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041 41

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.36

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.48

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.53

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041 41

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.59

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041 41

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.61

.69

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.60

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041 43

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.63

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.11

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041 45

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.64

.84

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041 47

041 47

.00

.64

.63

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.61

.11

0.00

41.64

0.00

0.00

41.61

0.00

PERIOD

1

0 46 0 0

46 0 0

450 0

450 0

450 0

45 46

045 45

621 36 .00

.11

.00

.00

.05

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.95

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.83

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.63

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.45

.10

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.28

.89

0 460 0 460 0

460 0

450 0

450 0

450 0

450

7 22 37 .0

0 .1

9.0

0

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.03

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.89

.00

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.64

.00

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.43

.00

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.26

.00

0 460 0

460 0

460 0

450 0

450 0

45 0 0

450

8 23 38 .0

0 .2

9.0

0

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.13

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.98

.00

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.74

.00

.00

.52

.00

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.00

0 460 0

460 0

46 0 0460 0

450 0

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450

9 24 39 .0

0 .4

2.0

0

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.00

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.26

.00

.00

.10

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.86

.00

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.63

.00

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.44

.00

0 460 0

460 0

460 0

460 0

450 0

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450

10

25 40 .00

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.00

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.21

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. 97

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.73

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0 460 0

460 0

460 0

460 0

460 0

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450

11

26 41 .00

.61

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.56

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0 460 0 460 0

460 0

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460

46 450

45 450

12

27 42 .00

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.07

.87

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.93

.66

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0 460 0

460 0

460

46 460 46 460

45 450

45 450

13

28 43 .00

.71

.00

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.67

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.59

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.08

.17

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.94

.91

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.79

.70

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0 460 0

460

46 460

46 460

46 460

45 450 45 450

14

29 44 .00

.73

.00

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.68

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.25

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.15

.44

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.02

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.88

.93

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.72

.72

.00

15

30 45

0.00

46.74

0.00

46.28

46.70

0.00

46.20

46.65

0.00

46.10

46.47

0.00

45.96

46.23

0.00

45.80

45.95

0.00

45.64

45.74

0.00

00 to

AP

PE

ND

IX B

- (C

ontin

ued)

0 20

0 21

0 2

2

0 2

3

0 24

0 25

0 26

0 27

0 28

0 29

0 30

0 31

0.0

044.6

244.3

50.0

00.0

044.6

044.3

30.0

00.0

044.5

744.2

90

.00

0.0

044.5

144.2

40

.00

0.0

044.4

544.1

80.0

00

.00

44.3

644.1

00.0

00.0

044.2

343.9

80

.00

0.0

044.1

143.8

90.0

00.0

044.0

443.8

20

.00

0.0

043.9

743.7

70.0

00

.00

43.9

34

3.7

30

.00

0.0

043.9

043.7

10.0

0

0.0

044.5

444.3

70

.00

0.0

044.5

244.3

50

.00

0.0

044.4

844.3

10

.00

0.0

044.4

344.2

60

.00

0.0

044.3

744.2

00.0

00.0

044.2

844.1

10

.00

0.0

044.1

443.9

90.0

00

.00

44.0

343.9

00

.00

0.0

043.9

643.8

30

.00

0.0

043.8

943.7

80

.00

0.0

043.8

443.7

40

.00

0.0

043.8

143.7

10

.00

0.0

044.4

644.3

90.0

00.0

044.4

444.3

70.0

00.0

044.4

044.3

30

.00

0.0

044.3

544.2

80.0

00.0

044.3

044.2

20.0

00.0

044.2

144.1

30.0

00.0

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744.0

00.0

00.0

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743.9

10.0

00.0

043.9

043.8

40.0

00.0

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443.7

90.0

00.0

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043.7

50.0

00.0

043.7

64

3.7

20

.00

0.0

044.3

844.4

3

0.0

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644.4

0

0.0

044.3

344.3

7

0.0

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944.3

1

0.0

044.2

344.2

5

0.0

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444.1

5

0.0

044.0

244.0

2

0.0

043.9

243.9

3

0.0

043.8

643.8

6

0.0

043.8

043.8

0

0.0

043.7

643.7

6

0.0

043.7

34

3.7

3

0.0

044.3

244.4

8

0.0

044.3

144.4

5

0.0

044.2

844.4

1

0.0

044.2

344.3

5

0.0

044.1

844.2

8

0.0

044.1

044.1

8

0.0

043.9

844.0

5

0.0

043.8

943.9

5

0.0

04

3.8

343.8

8

0.0

04

3.7

743.8

2

0.0

043.7

343.7

8

0.0

043.7

14

3.7

5

0.0

044.2

84

4.5

4

0.0

04

4.2

744.5

1

0.0

044.2

44

4.4

7

0.0

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044.4

0

0.0

044.1

54

4.3

3

0.0

044.0

744.2

2

0.0

043.9

644.0

8

0.0

043.8

74

3.9

7

0.0

043.8

143.

90

0.0

043.7

543.8

4

0.0

043.7

143.8

0

0.0

04

3.6

943.7

7

0.0

04

4.2

54

4.6

4

0.0

04

4.2

34

4.6

1

0.0

044.2

144.5

5

0.0

044.1

744.4

8

0.0

044.1

244.3

9

0.0

044.0

544.2

7

0.0

043.9

344.1

2

0.0

043.8

544.0

1

0.0

043.7

843.

94

0.0

043.7

343.8

7

0.0

043.6

943.8

3

0.0

043.

6743.8

0

0.0

044.2

344.8

5

0.0

044.2

144.8

1

0.0

044.1

844.7

3

0.0

044.1

444.6

1

0.0

044.1

044.5

0

0.0

044.0

344.3

6

0.0

043.9

144.2

0

0.0

043.8

344.0

8

0.0

043.7

644.0

0

0.0

043.7

143.9

3

0.0

043.6

743.8

9

0.0

043.6

443.8

6

0.0

044.2

245.4

6

0.0

044.2

04

5.4

5

0.0

044.1

80.0

0

0.0

044.1

40.0

0

0.0

044.0

90.0

0

0.0

044.0

20.0

0

0.0

043.9

10

.00

0.0

043.8

20

.00

0.0

043.7

60.0

0

0.0

043.7

00.0

0

0.0

043.6

70.0

0

0.0

043.

640.0

0

45.6

144.2

40

.00

45.6

044.2

20

.00

45.5

844.1

90

.00

45.5

644.1

50

.00

0.0

044.1

00.0

0

0.0

044.0

30.0

0

0.0

043.9

20

.00

0.0

043.8

30.0

0

0.0

043.7

70

.00

0.0

043.7

20

.00

0.0

043.6

80

.00

0.0

043.6

50

.00

45

.35

44.2

50.0

0

45.3

444.2

40.0

0

45.3

244.2

10.0

0

45.2

944.1

60.0

0

45.2

544.1

20.0

0

45.2

044.0

40

.00

0.0

043.9

30.0

0

0.0

043.8

40

.00

0.0

043.7

80.0

0

0.0

043.7

30

.00

0.0

043.6

90.0

0

0.0

043.6

60.0

0

45.1

144.2

80.0

0

45.0

944.2

60

.00

45.0

744.2

30.0

0

45.0

444.1

80

.00

45.0

04

4.1

30

.00

44.9

444.0

60

.00

44.8

043.9

50.0

0

44.6

943.8

60

.00

44.6

343.8

00

.00

0.0

043.7

40.0

0

0.0

043.7

00

.00

0.0

043.6

80

.00

44.9

444.3

00.0

0

44.9

244.2

80

.00

44.9

044.2

50.0

0

44.8

644.2

00.0

0

44.8

044.1

50

.00

44.7

044.0

70

.00

44.5

443.9

60.0

0

44.4

443.8

70.0

0

44.3

743.8

10.0

0

44.3

043.7

50.0

0

44.2

543.7

10

.00

44.2

343.6

90

.00

44.8

344.3

10

.00

44.8

144.2

90

.00

44.7

844.2

60

.00

44.7

344.2

10

.00

44.6

644.1

60.0

0

44.5

644.0

80

.00

44.4

243.9

60

.00

44.3

143.8

70.0

0

44.2

543.8

10

.00

44.1

843.7

60

.00

44.1

343.7

20

.00

44.1

043.6

90

.00

44.7

344.3

30.0

0

44.7

144.3

10.0

0

44.6

744.2

80

.00

44.6

144.2

30.0

0

44.5

544.1

70

.00

44.4

544.0

90.0

0

44.3

243.9

70.0

0

44.2

143.8

80.0

0

44.1

443.8

20.0

0

44.0

743.7

60.0

0

44.0

343.7

30.0

0

44.0

043.7

00

.00

AP

PE

ND

IX B

- (

Con

tinue

d)

0 10

0 11

0 12

0 13

0 14

00

0 15

0 16

0 17

0 18

0 19

0.0

045.4

345.5

30.0

00

.00

45.2

645.3

00.0

00.0

045.0

845.0

30

.00

0.0

044.9

744.8

20

.00

0.0

044.8

944.6

90.0

00.0

044.8

244.6

00.0

00

.00

44.7

844.5

30

.00

0.0

044.7

444.4

80.0

00.0

044.7

144.4

40.0

00.0

044.6

944.4

20

.00

0.0

044.6

744.3

90.0

00.0

044.6

544.3

70

.00

0.0

04

5.3

645.5

50

.00

0.0

045.1

845.3

20

.00

0.0

045.0

045.0

50

.00

0.0

044.8

944.8

50.0

00

.00

44.8

044.7

20

.00

0.0

044.7

444.6

20

.00

0.0

044.6

944.5

60

.00

0.0

044.6

544.5

00

.00

0.0

044.6

244.4

60

.00

0.0

044.6

044.4

40

.00

0.0

044.5

844.4

20.0

00

.00

44.5

644.3

90.0

0

0.0

045.2

94

5.5

70

.00

0.0

045.1

045.3

50

.00

0.0

04

4.9

245.0

80.0

00

.00

44.8

044.8

80

.00

0.0

044.7

244.7

50

.00

0.0

044.6

644.6

50

.00

0.0

044.6

144.5

90

.00

0.0

044.5

744.5

30

.00

0.0

044.5

44

4.4

90

.00

0.0

044.5

244.4

60

.00

0.0

044.5

044.4

40.0

00

.00

44.4

84

4.4

20.0

0

0.0

045.2

24

5.5

9

0.0

045.0

245.3

8

0.0

044.8

445.1

1

0.0

044.7

244.9

2

0.0

044.6

444.7

9

0.0

044.5

844.6

9

0.0

044.5

344.6

3

0.0

04

4.4

944.5

7

0.0

044.4

644.5

3

0.0

044.4

444.5

0

0.0

044.4

244.4

8

0.0

044.4

044.4

5

0.0

045.1

545.6

2

0.0

044.9

545.4

2

0.0

044.7

645.1

6

0.0

044.6

544.9

7

0.0

044.5

744.8

5

0.0

044.5

144.7

5

0.0

044.4

644.6

9

0.0

044.4

244.6

3

0.0

044.4

044.5

9

0.0

044.3

844.5

6

0.0

044.3

644.5

3

0.0

044.3

44

4.5

0

0.0

045.1

045.6

5

0.0

044.8

945.4

6

0.0

044.

6945.2

2

0.0

044.5

945.0

3

0.0

044.5

14

4.9

1

0.0

044.4

544.8

2

0.0

044.4

144.7

5

0.0

044.3

84

4.

69

0.0

044.3

544.6

5

0.0

044.3

444.6

3

0.0

044.3

24

4.

60

0.0

044.3

044.5

7

0.0

045.0

60

.00

0.0

044.8

545.5

5

0.0

044.6

54

5.2

9

0.0

044.5

545.1

1

0.0

044.4

745.0

1

0.0

04

4.4

14

4.9

3

0.0

04

4.3

744.8

6

0.0

04

4.3

444.8

1

0.0

044.3

144.7

6

0.0

044.3

044.7

4

0.0

04

4.2

844.7

1

0.0

044.2

744.6

7

0.0

045.1

30

.00

0.0

044.9

10

.00

0.0

044.

6645.4

0

0.0

044.5

345.2

4

0.0

044.4

545.1

9

0.0

044.3

845.1

2

0.0

044.3

545.0

6

0.0

044.3

145.0

1

0.0

044.2

944.9

6

0.0

044.2

744.9

4

0.0

044.2

644.

91

0.0

044.2

44

4.8

8

0.0

045.2

30.0

0

0.0

044.9

90.0

0

0.0

044.7

30.0

0

0.0

044.5

70.0

0

0.0

044.4

645.7

2

0.0

044.3

945.6

5

0.0

044.3

545.5

9

0.0

044.3

145.5

4

0.0

044.2

945.5

1

0.0

044.2

745.4

9

0.0

044.2

545.4

8

0.0

044.2

44

5.4

7

0.0

045.3

20.0

0

0.0

045.0

80

.00

45.9

244.8

10

.00

45.8

444.6

30

.00

45.7

844.5

10.0

0

45.7

344.4

20.0

0

45.7

044.3

70

.00

45.6

744.3

30

.00

45.6

644.3

10

.00

45.6

544.2

90

.00

45

. 64

44.2

70.0

0

45.6

244.2

50

.00

0.0

045.3

80.0

0

45.8

245.1

40.0

0

45.6

844.8

60.0

0

45.5

944.6

80

.00

45.5

34

4.5

50.0

0

45.4

844.4

60

.00

45.4

544.4

00.0

0

45.4

244.3

60.0

0

45.4

144.3

30.0

0

45.3

944.3

10.0

0

45.3

844.2

90

.00

45.3

744.2

70.0

0

45.7

745.4

40

.00

45.6

145.1

90.0

0

45.4

644.9

10.0

0

45.3

644.7

30

.00

45.3

044.6

00.0

0

45.2

644.5

00.0

0

45.2

344.4

40.0

0

45.1

944.3

90.0

0

45.1

744.3

60.0

0

45.1

544.3

40.0

0

45.1

444.3

20.0

0

45.1

244.3

00.0

0

45.6

345.4

70.0

0

45.4

745.2

30.0

0

45.3

444.

950

.00

45.2

344.7

60

.00

45.1

644.6

30.0

0

45.1

144.5

40

.00

45.0

644.4

70.0

0

45.0

344.4

20

.00

45.0

044.3

80.0

0

44.9

944.3

60

.00

44.9

744.3

40

.00

44.9

544.3

20

.00

45.5

545.5

00.0

0

45.4

145.2

60

.00

45.2

544.9

70

.00

45.1

444.7

80

.00

45.0

744.6

50

.00

45.0

044.5

60

.00

44.9

644.4

90.0

0

44.9

244.4

40

.00

44.8

944.4

00

.00

44.8

844.3

80

.00

44.8

644.3

60

.00

44.8

444.3

40

.00

45.4

945.5

20.0

0

45.3

345.2

80.0

0

45.1

645.0

00.0

0

45.0

544.8

00.0

0

44.9

844.6

70.0

0

44.9

144.5

80.0

0

44.8

744.5

10.0

0

44.8

344.4

60.0

0

44.8

044.4

20.0

0

44.7

844.4

00.0

0

44.7

644.3

80.0

0

44.7

444.3

50.0

0

oo CO

AP

PE

ND

IX B

- (C

ontin

ued)

0 32

0 33

0 34

0 35

0 36

0 37

0 38

0 39

0 40

0 41

0 42

0 43

0.0

043.8

743.6

80

.00

0.0

043.8

34

3.6

50

.00

0.0

043.7

843.6

20

.00

0.0

043.7

44

3.6

00

.00

0.0

04

3.6

84

3.5

60

.00

0.0

04

3.5

44

3.4

90

.00

0.0

04

3.4

04

3.4

30

.00

0.0

00

.00

43.3

20

.00

0.0

00

.00

43

.18

0.0

00

.00

0.0

04

2.9

60

.00

0.0

00

.00

42

.65

0.0

00

.00

0.0

042.3

40

.00

0.0

04

3.7

743.

690

.00

0.0

04

3.7

443.6

60.0

00.0

04

3.7

143.

630

.00

0.0

04

3.6

84

3.6

00.0

00.0

043.6

14

3.5

60

.00

0.0

04

3.5

04

3.5

00.0

00.0

04

3.3

943.4

30.0

00.0

04

3.1

74

3.3

30

.00

0.0

00.0

043.1

90

.00

0.0

00

.00

42.9

70

.00

0.0

00.0

04

2.6

70

.00

0.0

00

.00

42

.37

0.0

0

0.0

043.7

34

3.6

90

.00

0.0

04

3.6

943.

670

.00

0.0

043.6

543.6

40

.00

0.0

043.6

143.6

10

.00

0.0

04

3.5

643.5

70

.00

0.0

043.4

843.5

10

.00

0.0

043.3

843.4

40

.00

0.0

04

3.1

743.3

40

.00

0.0

042.8

34

3.2

00

.00

0.0

00

.00

42.9

80

.00

0.0

00

.00

42

.68

0.0

00

.00

37

.71

42

.39

0.0

0

0.0

043.7

04

3.7

0

0.0

04

3.6

64

3.6

8

0.0

043.6

24

3.6

5

0.0

043.5

84

3.6

2

0.0

04

3.5

343.5

8

0.0

04

3.4

543.5

2

0.0

043.3

44

3.4

5

0.0

04

3.1

643.3

5

0.0

042.8

943.2

1

0.0

00

.00

43

.00

0.0

00

.00

42.7

1

0.0

03

9.7

742.4

2

0.0

04

3.6

84

3.7

2

0.0

043.6

443.6

9

0.0

04

3.6

04

3.6

7

0.0

04

3.5

64

3.6

4

0.0

04

3.5

04

3.6

0

0.0

04

3.4

14

3.5

4

0.0

04

3.3

04

3.4

7

0.0

04

3.1

44

3.3

7

0.0

04

2.8

94

3.2

3

0.0

04

2.3

64

3.0

2

0.0

04

1.5

44

2.7

4

0.0

04

0.6

64

2.4

5

0.0

043.

6743.7

4

0.0

043.6

34

3.7

1

0.0

04

3.5

94

3.6

9

0.0

043.5

44

3.6

6

0.0

04

3.4

843.6

2

0.0

04

3.3

94

3.5

6

0.0

04

3.2

94

3.4

9

0.0

043.1

443.3

8

0.0

042.9

043.2

5

0.0

042.4

843.0

4

0.0

04

1.7

942.7

7

0.0

041.1

442.4

8

0.0

043.

644

3.7

7

0.0

04

3.6

14

3.7

4

0.0

04

3.5

84

3.7

1

0.0

04

3.5

34

3.6

9

0.0

043.4

743.

64

0.0

04

3.3

94

3.5

8

0.0

04

3.2

94

3.5

1

0.0

04

3.1

643.4

1

0.0

04

2.9

64

3.2

7

0.0

04

2.6

04

3.0

7

0.0

042.0

14

2.8

1

0.0

041.5

142.5

4

0.0

04

3.6

24

3.8

3

0.0

04

3.5

943.7

9

0.0

04

3.5

64

3.7

6

0.0

04

3.5

24

3.7

4

0.0

04

3.4

843.6

9

0.0

04

3.4

04

3.6

2

0.0

04

3.3

34

3.5

5

0.0

04

3.2

04

3.4

5

0.0

04

3.0

24

3.3

1

0.0

04

2.7

24

3.1

3

0.0

04

2.2

242.8

7

0.0

04

1.8

04

2.6

0

0.0

04

3.6

10

.00

0.0

04

3.5

90

.00

0.0

04

3.5

60

.00

0.0

043.5

30

.00

0.0

04

3.4

90

.00

0.0

043.4

20

.00

0.0

043.3

50

.00

0.0

043.2

40.0

0

0.0

043.0

80

.00

0.0

042.8

143.3

0

0.0

04

2.3

943.0

3

0.0

042.0

142.7

3

0.0

04

3.6

30

.00

0.0

04

3.6

00.0

0

0.0

04

3.5

70

.00

0.0

04

3.5

40

.00

0.0

043.5

00

.00

0.0

04

3.4

40

.00

0.0

04

3.3

70

.00

0.0

04

3.2

60

.00

0.0

04

3.1

20

.00

0.0

04

2.8

64

3.6

3

0.0

04

2.4

84

3.3

2

0.0

04

2.1

34

2.9

9

0.0

04

3.6

40.0

0

0.0

04

3.6

10.0

0

0.0

04

3.5

80.0

0

0.0

043.5

60.0

0

0.0

04

3.5

20.0

0

0.0

04

3.4

50.0

0

0.0

04

3.3

80.0

0

0.0

04

3.2

80.0

0

0.0

04

3.1

40.0

0

0.0

042.8

90.0

0

0.0

04

2.5

30.0

0

0.0

04

2.2

04

3.3

3

0.0

043.6

50

.00

0.0

043.6

20

.00

0.0

043.6

00

.00

0.0

043.5

70

.00

0.0

04

3.5

30

.00

0.0

043.4

70

.00

0.0

043.4

00

.00

0.0

043.2

90

.00

0.0

043.1

50

.00

0.0

042.9

20

.00

0.0

042.5

80

.00

0.0

042.2

50

.00

0.0

04

3.6

60

.00

0.0

043.6

30

.00

0.0

043.6

00

.00

0.0

043.5

80

.00

0.0

04

3.5

40

.00

0.0

043.4

70

.00

0.0

04

3.4

00

.00

0.0

043.3

00

.00

0.0

04

3.1

60

.00

0.0

04

2.9

30

.00

0.0

042.6

00

.00

0.0

042.2

80

.00

44

.07

43

.66

0.0

0

44.0

343.6

40.0

0

44

.00

43

.61

0.0

0

0.0

04

3.5

80

.00

0.0

04

3.5

40

.00

0.0

043.4

80

.00

0.0

043.4

10

.00

0.0

043.3

10

.00

0.0

04

3.1

70

.00

0.0

042.9

40

.00

0.0

042.6

20

.00

0.0

04

2.3

00

.00

43.

9743.

670

.00

43.

9343.6

40

.00

43.

9043.6

20

.00

43.8

54

3.5

90

.00

43.7

943.5

50

.00

0.0

04

3.4

90

.00

0.0

043.4

20

.00

0.0

043.3

10

.00

0.0

043.1

70

.00

0.0

042.9

50

.00

0.0

042.6

30

.00

0.0

042.3

20

.00

AP

PE

ND

IX B

- (C

ontin

ued)

0 44

0.00

0.00

42.09

0.00

0 45

0.00

0.00

41.88

0.00

0 46

0.00

0.00

41.73

0.00

0 47

0.00

0.00

41. 64

0.00

0 48

0.00

0.00

41.61

0.00

HEAD WILL BE SAVED

DRAWDOWN IN LAYER 1

16

31 46

01

0.00

0.61

-0.06

0.00

0 2

0.00

0.46

-0.04

0.00

03

0.00

0.34

0.43

4.16

04

0.00

0.34

0.64

3.52

0.00

39.99

42.11

0.00

0.00

40.35

41.89

0.00

0.00

40.62

41.73

0.00

0.00

0.00

41.65

0.00

0.00

0.00

41.61

0.00

ON UNIT

1 AT END

217 32 47

0.00

0.77

-0.13

0.00

0.00

0.51

0.08

0.00

0.00

0.29

0.67

0.00

0.00

0.30

0.78

4.17

0.00

40.06

42.13

0.00

0.00

40.51

41.91

0.00

0.00

40.72

41.74

0.00

0.00

0.00

41.65

0.00

0.00

0.00

41.61

0.00

12 AT END

OF TIME

3 18 33 48

0.00

0.82

-0.20

0.00

0.00

0.56

0.32

0.00

0.00

0.34

0.91

0.00

0.00

0.25

1.02

0.00

0.00

40.42

42.16

0.00

40.7

1'41.93

0.00

40.88

41.75

0.00

0.00

41.65

0.00

0.00

41.61

OF TIME

STEP

1

4 19

34

0.00

0.96

-0.23

0.00

0.60

0.81

0.00

0.39

1.30

0.00

0.20

1.11

0.00

40.74

42.19

0.00

40.91

41.95

0.00

41.07

41.76

0.00

41.30

41.65

0.00

0.00

41.61

STEP

041 42

041 41

041 41

041 41

041 41

.00

.05

.22

.00

.11

.97

.00

.21

.76

.00

.36

.65

.00

.48

.60

1, STRESS

IN STRESS PERIOD

5 20 35

0.00

1.10

0.59

0.00

0.65

1.44

0.00

0.34

1.73

0.00

0.15

1.25

0 1 1 0 0 1 0 0 1 0 0 1

621 36 .00

.17

.14

.00

.74

.80

.00

.46

.89

.00

.23

.35

0.00

41.33

42.26

0.00

41.31

42.00

0.00

41.35

41.74

0.00

41.44

41.63

0.00

41.50

41.58

PERIOD

1

7 22

37

0.00

1.02

1.87

0.00

0.58

2.53

0.00

0.29

2.22

0.00

0.22

1.42

041 42

041 42

041 41

041 41

041 41 1 0 0 4 0 0 4 0 0 3 0 0 2

.00

.58

.31

.00

.49

.01

.00

.47

.69

.00

.50

.57

.00

.53

.53

8 23 38 .00

.91

.37

.00

.47

.18

.00

.17

.18

.00

.23

.57

041 42

041 42

041 41

041 41

041 41

2 0 7 2 0 7 2 0 5 0 0 3

.00

.78

.39

.00

.64

.03

.00

.57

.58

.00

.56

.47

.00

.56

.44 9

2439 .57

.68

.36

.57

.33

.61

.49

.13

.38

.90

.20

.69

041 42

041 42

041 41

041 41

041 41

1 0 5 1 0 6 1 0 6 1 0 3

.00

.88

.61

.00

.72

.22

.00

.64

.77

.00

.59

.33

.00

.58

.25

10

25 40 .21

.54

. 91

.24

.19

.12

.27

.10

.22

.37

.27

.90

041 42

041 42

041 42

041 41

041 41

0 0 2 0-0

3 0 0 2 0 0 2

.00

.94

.95

.00

.77

.54

.00

.67

.10

.00

.61

.66

.00

.59

.32

11

26 41 .82

.33

.99

.85

.02

.12

.92

.20

.98

.82

.37

.20

0.00

420 0

410 0

410 0

41 0 0

410 0 0 2 0

-0

2 0 0 0 0 0 -1

.00

,00

.00

.81

.00

.00

.69

.00

.00

.63

.00

.00

. 60

.00

12

27 42 .42

.23

.39

.56

.03

.88

.55

.19

.19

.55

.38

.71

0420 0

410 0

410 0

41 0 0

410 0 0 3 0

-0

3 0 0 1 0 0-4

.00

.03

.00

.00

.83

.00

.00

.70

.00

.00

.64

.00

.00

.61

.00

13

28 43 .42

.14

.24

.46

.42

.64

.45

.12

.88

.47

.41

.28

0420 0

410 0

410 0

41 0 0410 0 0 1 0

-0

1 0 0 -1 0 0-3

.00

.05

.00

.00

.85

.00

.00

.71

.00

.00

.64

.00

.00

.61

.00

14

29 44 .48

.08

.32

.33

.28

.26

.42

.16

.76

.43

.46

.57

0.00

42.07

0.00

0.00

41.86

0.00

0.00

41.72

0.00

0.00

41.64

0.00

0.00

41.61

0.00

15

30 45

0.54

0.01

3.93

0.50

-0.06

5.46

0.38

0.20

1.83

0.39

0.50

-3.63

AP

PE

ND

IX B

- (C

ontin

ued)

00

Ol

o 10

o 11

0 1

2

0 13

0 14

0 15

0 16

0.0

00.3

90.7

45.1

30

.00

0.5

50

. 93

6.3

50

.00

0.6

00

.86

-3.5

10.0

00.6

60.3

9-3

.33

0.0

00.8

3-0

.05

-3.0

00

.00

0.9

1-0

.27

1.0

20

.00

0.6

2-0

.47

2.8

10

.00

0.5

0-0

.34

2.9

50.0

00.4

7-0

.33

3.7

30.0

00

.41

-0.3

73.0

30

.00

0.3

5-0

.41

2.5

70.0

00.2

8-0

.37

2.3

2

0.0

00

.35

0.8

05

.36

0.0

00.5

10.

997

.84

0.0

00.5

60

.93

7.4

70

.00

0.6

30.3

60.0

00.0

00.

910

.03

3.8

90.0

00.9

9-0

.29

4.7

90.0

00.

61-0

.39

5.0

80.0

00.4

9-0

.36

4.9

30

.00

0.3

5-0

.36

4.9

30.0

00.2

9-0

.39

4.7

90

.00

0.2

4-0

.44

4.3

30

.00

0.1

7-0

.40

4.1

6

0.0

00.4

10.8

40

.00

0.0

00

.47

1.0

50.0

00.0

00

.63

0.9

99

.95

0.0

00.7

00.4

36.6

00.0

00.9

90

.01

5.8

00.0

00

. 97

-0.3

15

.40

0.0

00

.49

-0.4

15

.11

0.0

00.3

7-0

.28

4.7

30

.00

0.2

3-0

.28

4.5

80.0

00.1

8-0

.32

4.3

90

.00

0.0

2-0

.36

4.3

90.0

00.0

5-0

.42

4.3

6

0.0

00

.27

1.0

4

0.0

00

.44

1.1

7

0.0

00

.60

1.1

2

0.0

00

.77

0.4

6

0.0

01.0

70.0

8

0.0

00.5

6-0

.33

0.0

00

.27

-0.4

4

0.0

00.1

5-0

.22

0.0

00

.12

-0.2

2

0.0

00.0

6-0

.35

0.0

00

.01

-0.3

0

0.0

0-0

.07

.-0

.36

0.0

00

.33

1.1

9

0.0

00.5

01.2

4

0.0

00.6

61

.30

5.9

80

.74

0.7

6

6.4

90

.64

0.1

2

6.2

90

.14

-0.2

7

6.1

40

.14

-0.2

8

6.0

00.1

3-0

.16

5.8

0-0

.01

-0.2

6

5.6

3-0

.07

-0.2

9

5.4

8-0

.03

-0.2

4

5.3

1-0

.10

-0.3

0

0.0

00.3

01.3

0

0.0

00

.47

1.4

7

0.0

00.7

31.4

3

4.5

50.5

11.0

1

4.9

20.3

20.1

4

5.0

90.2

3-0

.13

5.0

90

.13

-0.1

3

5.0

70

.10

-0.1

1

5.0

2-0

.05

-0.2

1

4.9

6-0

.12

-0.1

4

4.9

1-0

.08

-0.1

8

4.8

2-0

.16

-0.1

4

0.0

00.3

41

.36

0.0

00

.62

1.5

5

3.3

80

.77

1.5

2

3.4

10.6

11.0

1

3.4

20.4

50.2

9

3.4

70

.37

0.2

5

3.4

8-0

.06

0.4

9

3.4

9-0

.05

0.1

9

3.4

9-0

.09

-0.0

1

3.5

0-0

.06

-0.0

4

3.5

0-0

.23

0.0

2

3.5

0-0

.21

0.0

6

0.0

00

.28

1.8

0

3.4

40.4

21.7

1

1.4

80.5

01

.78

1.3

30

.28

1.0

0

1.2

80.1

30.7

4

1.3

30

.37

1.2

6

1.3

80

.12

1.3

8

1.5

1-0

.04

1.2

7

1.5

3-0

.12

1.0

9

1.6

4-0

.09

1.0

7

1.7

5-0

.17

0.

94

1.7

6-0

.15

0.9

9

1.5

10.3

33.6

9

1.4

10.3

74

.12

0.8

70.3

63.0

3

0.7

40

.26

0.9

9

0.6

20

.09

0.8

7

0.6

2-0

.05

3.9

2

0.6

0-0

.02

6.1

7

0.6

50.0

55.5

5

0.5

8-0

.11

5.1

6

0.6

1-0

.22

3.9

6

0.6

3-0

.21

3.9

5

0.6

5-0

.19

3.7

0

1.2

20

.40

3.4

1

0.7

10.3

53

.78

0.3

90.2

54.1

4

0.4

00

.15

5.8

1

0.5

10.0

96

.26

0.4

5-0

.10

6.1

7

0.3

5-0

.21

6.0

1

0.3

0-0

.08

6.1

8

0.2

5-0

.04

6.7

6

0.2

90

.03

6.8

0

0.3

10.0

46.8

6

0.3

3-0

.02

6.8

6

0.6

30

.41

1.3

5

0.5

40.3

60.3

5

0.4

60

.27

0.3

5

0.4

90

.18

1.4

6

0.4

60.0

22.1

0

0.4

0-0

.18

2.9

7

0.3

9-0

.33

3.0

3

0.2

5-0

.24

3.0

8

0.2

0-0

.18

3.2

9

0.2

30.0

13.3

8

0.2

60.0

13.3

6

0.2

8-0

.09

3.3

2

0.5

70

.53

-3.3

0

0.5

10.5

9-4

.43

0.5

50

.40

-4.4

2

0.6

10

.22

-3.5

7

0.6

70.0

5-2

.84

0.5

1-0

.25

-1.5

9

0.4

1-0

.33

-0.9

1

0.3

7-0

.33

-0.7

5

0.3

1-0

.30

-0.4

2

0.3

5-0

.30

-0.4

4

0.2

8-0

.26

-0.3

9

0.3

0-0

.33

-0.4

1

0.4

90

.57

-6.8

9

0.5

40.6

4-7

.38

0.5

80.5

6-7

.77

0.6

40

.18

-7.1

5

0.7

00.0

1-5

.81

0.6

5-0

.30

-4.1

5

0.5

5-0

.39

-2.8

2

0.4

2-0

.44

-2.5

4

0.3

7-0

.42

-2.1

9

0.4

1-0

.34

-2.3

3

0.3

5-0

.38

-2.3

9

0.3

8-0

.45

-2.3

7

0.4

60

.64

-4.7

6

0.5

10

.81

-7.3

7

0.5

60.6

3-7

.04

0.7

20.2

5-6

.72

0.7

8-0

.01

-5.2

4

0.7

3-0

.33

-3.3

1

0.6

4-0

.42

-3.0

7

0.5

2-0

.38

-3.0

3

0.4

8-0

.37

-2.7

5

0.4

2-0

.40

-2.9

4

0.3

6-0

.44

-3.0

8

0.2

9-0

.40

-3.2

0

0.4

20

. 69

-8.7

1

0.5

80.8

7-7

.55

0.6

30.7

0-4

.77

0.6

90

.33

-5.7

8

0.7

5-0

.03

-4.4

2

0.8

2-0

.25

-2.2

0

0.6

3-0

.45

-2.0

0

0.5

1-0

.41

-1.8

9

0.4

8-0

.40

-1.3

8

0.4

2-0

.33

-1.6

6

0.4

6-0

.47

-2.0

6

0.3

9-0

.44

-2.1

9

AP

PE

ND

IX B

- (C

ontin

ued)

0 17

0 18

0 19

0 20

0 21

0 22

0 23

0 24

0 25

0 26

0 27

0 28

0.0

00.2

0-0

.44

1.9

80.0

00

.22

-0.4

21.8

40.0

00.1

4-0

.49

1.5

00.0

00.1

6-0

.47

1.1

70.0

00

.09

-0.4

50

.94

0.0

00.1

2-0

.42

0.6

10.0

00.0

7-0

.37

0.1

50.0

0-0

.07

-0.2

1-0

.40

0.0

0-0

.07

-0.1

2-1

.01

0.0

0-0

.23

-0.0

1-1

.42

0.0

0-0

.20

0.0

9-1

.36

0.0

0-0

.12

0.0

6-1

.28

0.0

00.0

9-0

.37

3.9

80

.00

0.1

1-0

.45

3.8

10.0

00

.03

-0.4

23

.63

0.0

00

.05

-0.4

03.5

70.0

0-0

.03

-0.3

73.4

00.0

0-0

.09

-0.3

43

.27

0.0

0-0

.14

-0.3

92

.91

0.0

0-0

.28

-0.2

31

.98

0.0

0-0

.29

-0.1

40

.85

0.0

0-0

.34

-0.0

20.1

40.0

0-0

.32

0.0

8-0

.48

0.0

0-0

.24

0.0

5-1

.26

0.0

0-0

.03

-0.4

04.4

20.0

0-0

.01

-0.3

74.3

70.0

0-0

.09

-0.4

54.4

30.0

0-0

.16

-0.4

24

.39

0.0

0-0

.24

-0.4

04

.36

0.0

0-0

.21

-0.3

64

.29

0.0

0-0

.26

-0.3

04

.30

0.0

0-0

.30

-0.2

44.0

70.0

0-0

.31

-0.1

52.9

80.0

0-0

.37

-0.0

31.8

30.0

0-0

.36

0.0

71.5

10.0

0-0

.30

0.1

41

.32

0.0

0-0

.15

-0.3

3

0.0

0-0

.13

-0.3

0

0.0

0-0

.11

-0.3

8

0.0

0-0

.19

-0.3

5

0.0

0-0

.27

-0.3

3

0.0

0-0

.24

-0.2

9

0.0

0-0

.29

-0.2

3

0.0

0-0

.34

-0.1

7

0.0

0-0

.35

-0.0

7

0.0

0-0

.42

0.0

6

0.0

0-0

.32

0.0

6

0.0

0-0

.26

0.1

3

5.1

6-0

.19

-0.2

7

5.0

5-0

.27

-0.2

5

4.9

6-0

.25

-0.2

2

4.9

0-0

.23

-0.1

9

4.8

8-0

.31

-0.1

7

0.0

0-0

.28

-0.1

3

0.0

0-0

.34

-0.1

7

0.0

0-0

.39

-0.1

0

0.0

0-0

.41

0.0

0

0.0

0-0

.39

0.1

4

0.0

0-0

.30

0.1

4

0.0

0-0

.33

0.1

1

4.

66-0

.24

-0.1

2

4.4

8-0

.22

-0.0

9

4.3

3-0

.21

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6

4.1

9-0

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-0.0

3

4.0

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0

3.7

3-0

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-0.0

6

3.2

4-0

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0.0

0

2.8

3-0

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0.0

7

2.3

1-0

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0.1

7

3.9

6-0

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0.3

1

0.0

0-0

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0.2

2

0.0

0-0

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0.0

9

3.4

9-0

.19

0.0

8

3.4

9-0

.18

0.1

2

3.4

7-0

.26

0.1

6

3.4

5-0

.24

0.0

9

3.4

2-0

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0.1

2

3.3

7-0

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0.1

6

3.2

6-0

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0.1

3

3.1

3-0

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0.3

1

2.4

8-0

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0.4

2

3.8

1-0

.26

0.4

7

3.2

8-0

.24

0.3

8

2.8

1-0

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0.2

6

1.7

6-0

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1.0

2

1.7

6-0

.23

0.9

4

1.7

7-0

.22

0.8

8

1.7

7-0

.30

0.8

2

1.7

7-0

.19

0.8

6

1.7

7-0

.17

0.8

2

1.7

6-0

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0.8

2

1.7

4-0

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1.0

2

1.7

0-0

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1.2

5

3.6

0-0

.18

0.6

9

3.4

80

.04

0.5

2

3.1

80

.15

0.3

9

0.7

6-0

.18

3.7

3

0.7

7-0

.18

3.7

5

0.7

8-0

.16

3.

67

0.7

9-0

.15

3.8

0

0.9

0-0

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3.9

3

0.9

1-0

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4.0

6

1.0

4-0

.10

4.2

6

1.1

6-0

.16

4.1

7

1.7

0-0

.10

4.0

3

2.2

20.1

33.5

1

2.2

90

.12

2.1

0

2.3

80

.11

1.5

2

0.3

40

.15

6.8

1

0.3

50.0

76.8

3

0.3

60.1

06

.74

0.4

70.1

16

.64

0.4

80.1

06

.54

0.5

0-0

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6.3

4

0.5

3-0

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6.1

0

0.6

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5.8

8

0.9

10

.25

5.3

2

1.1

70

.17

5.4

0

1.4

20.0

36.2

1

1.6

50.0

66.2

2

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3.3

5

0.3

00.0

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8

0.2

2-0

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1

0.2

3-0

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3.2

2

0.3

5-0

.05

3.1

4

0.2

70.1

43.1

5

0.4

00

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7

0.3

40.0

72.7

8

0.4

90

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2.5

2

0.6

80

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1

0.7

70

.08

3.0

3

0.9

40.0

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4

0.3

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2

0.3

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2

0.2

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1

0.2

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8

0.2

9-0

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4

0.3

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6

0.3

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2

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4

0.4

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1

0.5

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7-0

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0.6

00

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7

0.

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00

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4

0.3

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3

0.3

3-0

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1

0.3

4-0

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9

0.3

6-0

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-2.3

6

0.2

9-0

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-2.2

9

0.3

2-0

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7

0.2

8-0

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1

0.3

7-0

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9

0.4

30

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5

0.5

40.0

2-1

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0.5

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9-0

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0.3

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2

0.3

3-0

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4

0.3

5-0

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5

0.3

7-0

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7

0.2

8-0

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0

0.3

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4

0.2

6-0

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4

0.3

3-0

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6

0.3

3-0

.09

-3.7

5

0.2

70.0

2-3

.28

0.2

80.0

1-2

.30

0.2

60.0

8-1

.65

0.4

1-0

.41

-2.3

7

0.3

3-0

.49

-2.3

7

0.2

5-0

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-2.5

8

0.2

7-0

.44

-2.7

8

0.3

0-0

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8

0.2

3-0

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1

0.2

8-0

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-2.8

6

0.2

4-0

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-3.1

1

0.1

4-0

.10

-3.8

7

-0.0

2-0

.09

-3.9

2

0.0

00

.10

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7

-0.0

10

.07

-2.3

1

AP

PE

ND

IX B

- (C

ontin

ued)

oo

0 2

9

0 3

0

0 3

1

0 3

2

0 3

3

0 3

4

0 3

5

0 3

6

0 3

7

0 38

0 3

9

0 40

0.0

0-0

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0.1

3-1

.22

0.0

0-0

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0.0

8-1

.11

0.0

0-0

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0.1

0-0

.86

0.0

0-0

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0.1

2-0

.50

0.0

0-0

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0.1

5-0

.21

0.0

0-0

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0.0

70.1

10

.00

-0.1

20

.10

0.4

30

.00

-0.0

50

.13

0.8

60

.00

0.0

50

.09

1.4

70.0

00.1

80.0

51.9

90.0

00.4

40.0

52

.27

0.0

00.7

60.0

92

.90

0.0

0-0

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0.1

2-1

.64

0.0

0-0

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0.1

7-1

.73

0.0

0-0

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0.0

9-1

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0.0

0-0

.27

0.1

2-1

.43

0.0

0-0

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0.1

4-1

.25

0.0

0-0

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0.0

7-1

.19

0.0

0-0

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0.0

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0.0

00.0

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3-0

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0.0

00.0

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0.0

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20.0

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.30

0.0

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10.0

50

.00

0.0

00

.49

0.0

80.4

4

0.0

0-0

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0.1

11.1

20.0

0-0

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0.1

51.0

10.0

0-0

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0.0

81.0

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0-0

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0.1

11.1

30.0

0-0

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0.0

41.0

80.0

0-0

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0.0

61.1

00.0

0-0

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0.0

91.1

00.0

0-0

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0.1

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20.0

0-0

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0.0

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70.0

0-0

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0.0

00.0

90

.04

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80.0

00

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0.0

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0.0

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0.1

0

0.0

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0.0

4

0.0

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0.0

7

0.0

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9

0.0

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0.1

2

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0.1

5

0.0

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0.0

8

0.0

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1

0.0

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0.0

7

0.0

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80.0

4

0.0

00

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0.1

3

0.0

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10.0

7

0.0

0-0

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0.1

8

0.0

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0.1

2

0.0

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0.0

5

0.0

0-0

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0.0

8

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0.1

0

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0.0

3

0.0

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0.0

6

0.0

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0

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6

0.0

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2

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2

0.0

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6

0.0

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6

0.0

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0.1

0

0.0

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0.1

3

0.0

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6

0.0

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9

0.0

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1

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4

0.0

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0.0

8

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4

0.0

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1

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1

0.0

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30

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2.5

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0.1

3

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0.1

2

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0.0

4

0.0

0-0

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0.0

6

0.0

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9

0.0

00.0

90

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0.0

00

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0.0

5

0.0

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70

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0.0

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50

.18

0.0

00

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0.2

8

0.0

00.1

90

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2.6

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8

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20

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0.0

8

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1

3.9

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30.0

4

3.9

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40.0

7

0.0

00.1

50

.10

0.0

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80

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0.0

00.1

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2

0.0

00.2

20

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0.0

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90

.32

0.0

00

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8

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51

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20

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0.5

0

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5

2.0

60

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0.1

0

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4.0

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3.9

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4.4

80

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7

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0.0

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90

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1.8

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06.1

2

1.9

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56

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7

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95

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14.5

8

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34

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9

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63

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9

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0

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00

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0.3

2

1.0

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2

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33

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90

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2

1.3

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8

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6

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1

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45

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40

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2

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30

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20

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2

0.7

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60

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2

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9

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5

1.0

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21

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9

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00

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4

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30

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4

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33

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10

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4

0.5

60

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0.6

10

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1

0.

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90

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4

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10

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30

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4

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2

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3

0.4

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41

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0.3

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01.9

6

0.4

90

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2.5

4

0.6

80

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5

0.8

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13.9

7

0.0

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0.0

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30

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0

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6

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10

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6

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41.2

4

0.2

60

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1.8

5

0.3

00

.06

2.1

6

0.4

80.0

62.5

0

0.8

10.1

03

.40

AP

PE

ND

IX B

- (

Con

tinue

d)

00 00

0 41

0 42

0 43

0 44

0 45

0 46

0 47

0 48

DRAWDOWN IN

0 1

0 2

0.00

1.12

0.11

3.16

0.00

1.39

0.08

3.43

0.00

1.10

0.18

4.21

0.00

1.53

0.37

5.18

0.00

2.19

0.90

7.54

0.00

2.07

0.96

8.70

0.00

0.00

1.75

8.25

0.00

0.00

2.28

6.87

LAYER 1

16

31 46

0.00

0.61

0.02

0.00

0.00

0.47

0.05

0.00

0 0 0 0 0 1 0 1 0 1 0 2 0 1 0 1 0 1 0 0 0 2 0 0 0 0 1 0 0 0 2 0

.00

.91

.10

.85

.00

.06

.17

.58

.00

.40

.16

.08

.00

.34

.35

.84

.00

.87

.89

.00

.00

.19

.96

.00

.00

.00

.75

.00

.00

.00

.18

.00

2 AT END

0 0-0

0 0 0 0 0

217 32 47 .0

0 .7

8.0

5.0

0.0

0.52

.18

.00

0 0 0-0

0 1 0-0

0 1 0 0 0 1 0 0 0 1 0 0 0 2 0 0 0 0 1 0 0 0 2 0OF 0 0-0

0 0 0 0 0

.00

.77

.09

.23

.00

.05

.17

.81

.00

.78

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.00

.00

.40

.42

.00

.00

.79

. 97 .00

.00

.17

.85

.00

.00

.00

.65

.00

.00

.00

.08

.00

TIME

318

33 48 .00

.82

.11

.00

.00

.56

.42

.00

0 0 0 0 1 0 0 1 0 0 1 0 0 1 0 0 2 0 0 0 1 0 0 1

.00

.69

.18

.00

.01

.16

.00

.32

.23

.00

.50

.38

.00

.70

.85

.00

.22

.84

.00

.00

.64

.00

.00

. 99

STEP

1

0 0-0

0 0 0

419

34 .00

.96

.17

.00

. 61

.87

0 0 0 0 0 0 0 1 0 0 1 0 0 1 0 0 2 0 0 2 1 0 0 1

IN 0 1 0 0 0 1

.00

.68

.16

.00

.93

.14

.00

.48

.22

.00

.39

.37

.00

.40

.72

.00

.04

.94

.00

.29

.55

.00

.00

.79

STRESS

5 20 35 .0

0 .09

.59

.00

. 64

.44

0.00

0.51

0.25

0.00

0. 88

0.22

0.00

1.09

0.29

0.00

1.06

0.35

0.00

1.29

0.60

0.00

1.89

1.04

0.00

2.33

1.45

0.00

8.51

1.70

PERIOD

621 36

0.00

1.11

1.12

0.00

0.67

1.78

0 0 0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 1 0 2 1 0 6 1

.00

.27

.32

.00

.60

.29

.00

.80

.26

.00

.86

.43

.00

.18

.58

.00

.75

.05

.00

.36

.37

.00

.49

.52

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 1 0 4 1

.00

.19

.27

.00

.46

.34

.00

.61

.41

.00

.72

.49

.00

.91

.77

.00

.53

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.00

.30

.33

.00

.26

.46

0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 1 1 0 2 1 0 2 1

.00

.17

.36

.00

.26

.37

.00

.49

.47

.00

.63

.61

.00

.96

.89

.00

.32

.26

.00

.14

.44

.00

.73

.56

0 0 0 0 0 0 0 0 0 0 0 1 0 0 1 0 1 2 0 2 2 0 3 1

.00

.08

.03

.00

.12

.44

.00

.37

.81

.00

.51

.30

.00

.77

.98

.00

.16

.56

.00

.10

.56

.00

.91

.97

2 0 1 4 0 1 6 0 2 9 0 4 9 0 4 0 1 4 0 1 4 0 3 4

.76

.17

.39

.60

.13

.63

.22

.29

.98

.33

.44

.12

.48

.72

.75

.00

.03

.99

.00

.98

.91

.00

.30

.29

2 0 2 4 0 3 6 0 5 7 0 6 8 0 6 0 1 5 0 1 5 0 2 5

.64

.15

.93

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.10

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.87

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.00

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1 0 3 2 0 4 4 0 4 6 0 7 6 0 6 0 0 4 0 1 5 0 2 4

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5.70

1.60

0.20

6.60

2.30

0.40

7.80

2.58

0. 92

9.21

0.00

0.97

9.98

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2.38

7.85

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11

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14

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15

30 45

0.55

0.10

0.00

0.51

0.04

0.00

AP

PE

ND

IX B

- (

Con

tinue

d)

00 to

0 1

0

0 11

0 12

0 13

0 14

0.00

0.35

0.55

0.00

0.00

0.35

0.74

0.00

0.00

0.39

0.82

0.00

0.00

0.56

1.00

0.00

0.00

0. 61

0. 92

0.00

0.00

0.67

0.44

0.00

0.00

0.84

-0.02

0.00

0.00

0.91

-0.24

6.32

0.00

0. 63

-0.44

7.69

0.00

0.51

-0.31

7.66

0.00

0.47

-0.31

0.00

0.00

0.42

-0.34

0.00

0.00

0.29

0.80

0.00

0.00

0.31

0.90

0.00

0.00

0.35

0. 90

0.00

0.00

0.52

1.07

0.00

0.00

0.57

1.00

0.00

0.00

0.64

0.43

0.00

0.00

0. 92

0.06

14.20

0.00

0.99

-0.27

14.09

0.00

0.61

-0.37

13.94

0.00

0.49

-0.34

13.56

0.00

0.36

-0.34

0.00

0.00

0.30

-0.37

0.00

0.00

0.34

1.06

0.00

0.00

0.26

1.16

0.00

0.00

0.41

0.98

0.00

0.00

0.48

1.16

0.00

0.00

0.64

1.08

0.00

0.00

0.71

0.51

0.00

0.00

0. 99

0.04

17.60

0.00

0.98

-0.29

16.40

0.00

0.49

-0.39

15.71

0.00

0.37

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0.00

0.00

0.24

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0.00

0.00

0.19

-0.29

0.00

0.00

0.39

1.44

0.00

0.21

1.25

0.00

0.27

1.18

0.00

0.45

1.28

0.00

0.61

1.21

0.00

0.78

0.55

0.00

1.07

0.11

0.00

0.56

-0.32

0.00

0.28

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0.00

0.16

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0.00

0.12

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0.00

0.07

-0.33

0.00

0.34

1.76

0.00

0.15

1.29

0.00

0.33

1.31

0.00

0.51

1.36

0.00

0. 67

1.40

0.00

0.75

0.85

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0.65

0.16

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0.14

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0.13

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0.00

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0.37

1.88

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0.18

1.34

0.00

0.28

1.31

0.00

0.46

1.59

0.00

0.72

1.54

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0.51

1.13

0.00

0.31

0.20

5.12

0.03

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5.12

0.12

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5.10

0.09

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5.07

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0.00

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0.00

0.28

2.24

0.00

0.22

1.42

0.00

0.27

1.37

0.00

0.51

1.57

3.42

0.67

1.54

3.42

0.48

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3.45

0.07

0.39

3.49

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0.29

3.49

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0.49

3.50

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0.20

3.51

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3.51

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0.17

3.29

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0.22

2. 68

0.00

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3.47

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1.81

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0.48

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1.33

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1.42

1.39

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1. 47

1.52

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1.32

1.53

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1.13

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6.84

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0.21

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1.56

0.34

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1.42

0.37

5.58

0.88

0.36

4.39

0.75

0.27

2.30

0. 63

0.11

1.95

0. 62

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4.02

0. 61

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6.18

0.65

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5.74

0.59

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5.31

0. 61

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4.10

1.32

0.13

0.00

1.42

0.30

0.00

1.23

0.43

0.00

0.71

0.37

0.00

0.40

0.27

0.00

0.40

0.18

0.00

0.52

0.13

0.00

0.47

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7.68

0.36

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6.02

0.31

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6.13

0.26

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6.71

0.29

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6.77

0.93

0.22

0.00

0.83

0.40

0.00

0.63

0.43

0.00

0.54

0.38

0.00

0.46

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0.00

0.50

0.20

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0.47

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0.41

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0.40

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3.03

0.26

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3.09

0.21

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3.31

0.24

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3.40

0.55

0.23

0.00

0.56

0.41

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0.58

0.55

0.00

0.53

0.60

0.00

0.56

0.42

0.00

0.62

0.24

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0.68

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0.52

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0.00

0.43

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0.38

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0.33

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0.36

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0.46

0.17

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0.48

0.46

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0.51

0.59

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0.55

0.66

0.00

0. 60

0.57

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0.66

0.20

0.00

0.71

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0.66

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0.56

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0.43

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0.39

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0.43

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0.44

0.23

0.00

0.44

0.52

0.00

0.47

0. 67

0.00

0.52

0.84

0.00

0.57

0.66

0.00

0.73

0.28

0.00

0.79

0.02

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0.74

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0.65

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0.53

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0.49

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0.43

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-2.89

0.40

0.29

0.00

0.40

0.58

0.00

0.43

0.75

0.00

0.59

0. 92

0.00

0.65

0.74

0.00

0.70

0.36

0.00

0.76

0.00

0.00

0.83

-0.22

-1.98

0. 64

-0.42

-1.88

0.52

-0.39

-1.78

0.48

-0.39

-1.25

0.43

-0.32

-1.46

AP

PE

ND

IX B

- (

Con

tinue

d)

CO o

0 1

5

0 16

0 17

0 18

0 19

0 20

0 2

1

0 22

0 2

3

0 2

4

0 25

0 26

0.0

00.3

6-0

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0.0

00

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0.0

00

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0.0

00

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0.0

00

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00

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30

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3

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8

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2

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2

0.0

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9

0.0

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6

0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.3

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0.0

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70

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0.0

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0.4

0-0

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0.0

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0.0

0

0.3

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0.0

0

0.2

6-0

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0.0

0

0.2

8-0

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0.0

0

0.3

0-0

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0.0

0

0.2

3-0

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0.0

0

0.2

8-0

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0.0

0

0.2

5-0

.28

0.0

0

0.1

4-0

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0.0

0

-0.0

2-0

.08

0.0

0

AP

PE

ND

IX B

- (C

ontin

ued)

0 27

0 28

0 29

0 30

0 31

0 32

0 33

0 34

0 35

0 36

0 37

0 38

0.0

0-0

.21

0.1

00

.00

0.0

0-0

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0.0

70

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0.0

0-0

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0.1

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AP

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AP

PE

ND

IX B

- (C

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0 1

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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0.0

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CO en

0 23

0 24

0 25

0 26

0 27

0 28

0 29

0 30

0 31

0 32

0 33

0 34

0.00

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0.00

0.00

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-0.18

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0.23

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-0.10

0.10

0.00

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AP

PE

ND

IX B

- (C

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<£>

0 35

0 36

0 37

0 38

0 39

0 4

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0 41

0 42

0 4

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0 44

0 4

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0 46

0.0

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0.1

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00

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0.0

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0.0

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AP

PE

ND

IX B

- (C

ontin

ued)

CO

0 47

0.00

0.00

0.00

0.00

0.00

0.00

0.00

0.00

1.76

1.75

1.65

1.65

0.00

0.00

0.00

0 48

0.00

0. 00

0.00

0.00

0.00

0.00

0.00

0.00

2.29

2.19

2.09

1.99

0.00

0.00

0.00

DRAWDOWN WILL BE SAVED ON UNIT 11 AT END OF

VOLUMETRIC

0.00

0.00

0.00

0.2.30

2.34

2.36

2.1.55

1.45

1.37

1.

0.00

0.00

0.00

0,0.00

8.52

6.50

4.1.79

1.70

1.52

1.

TIME STEP

1, STRESS PERIOD

BUDGET FOR ENTIRE MODEL AT

CUMULATIVE VOLUMES

L**3

IN:

STORAGE

CONSTANT HEAD =

WELLS

RECHARGE

RIVER LEAKAGE =

f TOTAL IN

OUT:

STORAGE

CONSTANT HEAD =

WELLS

RECHARGE

RIVER LEAKAGE =

TOTAL OUT

IN - OUT

PERCENT DISCREPANCY =

TIME STEP LENGTH

STRESS PERIOD TIME

TOTAL SIMULATION TIME

0.00000

0.00000

0.00000

1.1684

0.82427E-01

1.2508

0.00000

0.00000

0. 61000

0.00000

0.64142

1.2514

-0.59366E-03

-0.05

TIME SUMMARY AT END OF TIME

SECONDS

MINUTES

1.00000

0.166667E-01

1.00000

0.166667E-01

1.00000

0.166667E-01

,00

0.00

0.00

0.00

0.,30

2.14

2.11

1.99

1.,33

1.43

2.27

4.94

0.

,00

0.00

0.00

0.00

0.,2

7 2.74

3.92

3.31

2.,47

1.56

1.85

3.98

0.

1

00

0.00

0.00

,87

1.86

1.86

,00

0.00

0.00

00

0.00

0.00

,90

2.69

2.49

,00

0.00

0.00

0.00

1.76

0.00

0.00

2.39

0.00

END OF TIME STEP

1 IN STRESS PERIOD

1

RATES FOR THIS TIME

IN:

STORAGE

CONSTANT HEAD

WELLS

RECHARGE

RIVER LEAKAGE

TOTAL IN

OUT:

STORAGE

CONSTANT HEAD

WELLS

RECHARGE

RIVER LEAKAGE

TOTAL OUT

IN - OUT

PERCENT DISCREPANCY

STEP

1 IN STRESS PERIOD

1

HOURS

DAYS

0.277778E-03

0.115741E-04

0.277778E-03

0.115741E-04

0.277778E-03

0.115741E-04

STEP

L**3/T

0.00000

0.00000

0.00000

1.1684

0.82427E-01

1.2508

0.00000

0.00000

0.61000

0.00000

0.64142

1.2514

=

-0.59366E-03

=

-0.05

YEARS

0.316881E-07

0.316881E-07

0.316881E-07

APPENDIX C

GLOSSARY

Active model area: That part of the area simulated by a computer model for which equations describ ing ground-water flow are solved. In this report, it is the area representing the aquifer.

Aquifer: A permeable geologic material (for example, sand or gravel) that will yield water in significant quantity to a well or spring.

Aquifer test: A controlled field experiment made to determine the hydraulic properties of water bearing material. The test involves withdrawing a measured quantity of water from a well and measuring the resulting changes in water level in observation wells surrounding the pumped well.

Bedrock: Solid rock, locally called "ledge," that forms the earth's crust. It is exposed at the surface as an "outcrop" but more commonly is buried beneath unconsolidated deposits that range in thickness from a few inches to hundreds of feet.

Computer model (digital model): A computer pro gram to solve a set of mathematical equations that simulate a given system. In this study, the model simulates the ground-water-flow system.

Cone of depression: The area of lowered water level around a pumped well caused by withdrawal of water from the well.

Contour line: A line on a map connecting points of equal value. A water-table contour line connects points of equal water-table altitude.

Cubic feet per second (ft3/s): A unit of flow or discharge. For example, 1 ft /s is equal to the flow of a stream 1 foot wide and 1 foot deep flowing at an average velocity of 1 foot per second.

Digital model: See computer model.

Discharge: The rate of flow of water at a given moment in time. In this report, discharge is expressed in cubic feet per second. See also ground-water discharge.

Drawdown: The amount the water level is lowered either in a well or in the aquifer because of withdrawal of water by a well.

Evapotranspiration: Loss of water to the atmos phere by evaporation from water surfaces and moist soil, and by transpiration from plants.

Gage or gaging station: A site on a stream at which flow measurements are made.

Gravel-packed well: A large (1- to 2-foot diameter) well in which gravel surrounds the well screen. The gravel increases the effective diameter of the well screen and facilitates flow of water into the well.

Ground water: Water beneath the land surface. If the water moves to the land surface, it is then called surface water.

Ground-water discharge: Water that is released from the saturated zone in the ground. It in cludes leakage of water into stream channels, lakes, and oceans; evapotranspiration; and withdrawal from wells.

Ground-water-flow model: As used in this report, a computer program to solve a set of mathemati cal equations that are assumed to govern the physics of ground-water flow.

Hydraulic head: The height of the surface of a water column above a standard datum. A combination of elevation head and pressure head.

Hydraulic conductivity: The capacity of a cube of porous material to transmit water: expressed as a volume per area per day (ft /ft /d or ft/d). A material has a hydraulic conductivity of 1/ft/d if, in 1 day, it transmits 1 cubic foot of water through a 1-square foot cross section measured at right angles to the direction of flow, where there is a 1-foot change in water level over a 1-foot flow path. In this report, hydraulic conductivity is used for horizontal flow unless it is specified as vertical hydraulic conductivity.

Hydrologic boundary: A physical feature that con trols the flow of water through the ground. A hydrologic boundary limits or defines an aquifer.

98

APPENDIX C-Continued

Induced infiltration: Recharge to the ground water from a surface-water body caused by pumping of a nearby well and the resultant lowering of the ground-water level below the surface-water level.

Model: Physical, analytical, or mathematical repre sentation of a natural system.

Model boundary: Boundary of the active model area in which ground-water flow is computed. Model boundaries generally coincide with hydrologic boundaries.

Node: In this report, the center point of a rectangular block of a computer-simulation model. Common ly used to refer to the entire block.

Observation well: A well used to measure the depth to the water table when it is not being pumped.

Permeable: A material is permeable if it has con nected pores or other openings that can pass liquids.

Potentiometric surface: Altitude of hydraulic heads throughout an area.

Pumpage: Rate of water pumped from a well.

Recharge: Water that is added to the ground water in the saturated zone.

Screen: See well screen.

Seismic refraction: A geophysical method often useful for determining the depth to the water table and/or to bedrock. A seismograph is used to determine the time it takes sound energy created by a small explosion or other energy source to reach a series of sensors. Because sound travels at different velocities in different rock materials and is refracted (bent) at the boundary between these materials, it is possible

to determine depths to different types of material.

Steady state: Average, unchanging conditions.

Stratified drift: A sorted and layered sediment deposited by meltwater from a glacier; may in clude separate layers of sand, gravel, silt, and clay.

Surface-water runoff: Water that flows over the land surface directly to streams or lakes. Surface runoff usually occurs shortly after rainfall or snowmelt.

Surface water: Water on the surface of the land in the form of lakes and rivers. If it seeps into the ground, it is called ground water.

Till: An unsorted, unstratified sediment deposited directly by a glacier. Till may consist of boulders, gravel, sand, silt, and clay.

Transmissivity: The product of the hydraulic con ductivity and the saturated thickness. It is the rate at which water is transmitted through a section of aquifer 1-ft wide where there is a 1-ft change in water level over a 1-ft flow path.

Unconsolidated: Loose, not firmly cemented or in terlocked; for example, sand in contrast to sandstone.

Water table: The upper surface of the saturated zone. The altitude of the water table is indicated by the altitude of the water level in an observa tion well that penetrates the material just far enough to hold standing water. The pressure at the water table is the same as atmospheric pres sure.

Well screen: Slotted section of a well, usually at the bottom, through which water can enter the well.

99 &U. S. GOVERNMENT PRINTING OFFICE: 1989/700-262

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