STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

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STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE ANDREW ALONG THE LOUISIANA COAST, AUGUST 25-27, 1992 U.S. GEOLOGICAL SURVEY Open-File Report 94-371 Prepared in cooperation with the FEDERAL EMERGENCY MANAGEMENT AGENCY

Transcript of STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

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STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE ANDREW ALONG THE LOUISIANA COAST, AUGUST 25-27, 1992

U.S. GEOLOGICAL SURVEY Open-File Report 94-371

Prepared in cooperation with theFEDERAL EMERGENCY MANAGEMENT AGENCY

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STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE ANDREW ALONG THE LOUISIANA COAST, AUGUST 25-27, 1992

By John K. Lovelace

U.S. GEOLOGICAL SURVEY

Open-File Report 94-371

Prepared in cooperation with the:FEDERAL EMERGENCY MANAGEMENT AGENCY

Baton Rouge, Louisiana

1994

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U.S. DEPARTMENT OF THE INTERIOR

BRUCE BABBITT, Secretary

U.S. GEOLOGICAL SURVEY

GORDON P. EATON, Director

For additional information write to:

District ChiefU.S. Geological Survey3535 S. Sherwood Forest Blvd.Suite 120Baton Rouge, LA 70816

Copies of this report can be purchased from:

U.S. Geological Survey Earth Science Information Center Open-File Reports Section Box 25286, MS 517 Denver Federal Center Denver, CO 80225

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CONTENTS

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

Purpose and Scope.................................................................................................................................. 2Description of Study Area...................................................................................................................... 2Presentation of Data................................................................................................................................ 4Acknowledgments................................................................................................................................... 4

Methods.............................................................................................................................................................. 4Vertical Datum................................................................................................................................................... 7Storm-Tide Elevations........................................................................................................................................ 7Summary............................................................................................................................................................. 33Selected References............................................................................................................................................ 33

PLATES

[Plates are in pocket]

1-12. Maps showing high-water marks, continuous gaging stations, and water-surface elevations of storm-tide inundation caused by Hurricane Andrew, August 25-27, 1992:

1. Lake Charles, Louisiana, Texas quadrangle2. Crowley, Louisiana quadrangle3. Ponchatoula, Louisiana quadrangle4. Gulfport, Mississippi, Louisiana quadrangle5. Port Arthur, Texas, Louisiana quadrangle6. White Lake, Louisiana quadrangle7. Morgan City, Louisiana quadrangle8. New Orleans, Louisiana quadrangle9. Black Bay, Louisiana quadrangle

10. Atchafalaya Bay, Louisiana quadrangle11. Terrebonne Bay, Louisiana quadrangle12. Mississippi River Delta, Louisiana quadrangle

FIGURES

1-3. Maps showing:1. The path of Hurricane Andrew, extent of tropical storm- and hurricane-force winds,

and storm-tide elevations at selected sites in Louisiana............................................................. 32. Locations and boundaries of quadrangles for which storm-tide elevations are shown .............. 53. Location of selected gaging stauons from which time-series data are presented....................... 6

4-10. Graphs showing:4. Estimated elevation and specific conductance at gaging station 1, north California

Bay near Pointe-a-la-Hache, Louisiana...................................................................................... 95. Estimated elevation and specific conductance at gaging station 2, northeast Bay

Gardene near Pointe-a-la-Hache, Louisiana............................................................................... 106. Elevation and stream velocity at gaging station 3, Wax Lake Outlet at

Calumet, Louisiana..................................................................................................................... 117. Elevation and stream velocity at gaging station 4, Bayou Grand Caillou at

Dulac, Louisiana......................................................................................................................... 128. Estimated elevation and specific conductance at gaging station 5, Black Bay near

Snake Island and Pointe-a-la-Hache, Louisiana......................................................................... 139. Estimated elevation and specific conductance at gaging station 6, California Bay

near Sunrise Point, northeast of Nairn, Louisiana...................................................................... 1410. Gage height and specific conductance at gaging station 7, unnamed lake tributary to

Lake Boudreaux, southwest of Chauvin, Louisiana................................................................... 15

111

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11-27. Graphs showing:11. Elevation and stream velocity at gaging station 8, Mermentau River at

Mermentau, Louisiana................................................................................................................ 1612. Elevation and stream velocity at gaging station 9, Vermilion River at Perry, Louisiana........... 1713. Elevation and stream velocity at gaging station 10, Bayou Teche near Franklin,

Louisiana..................................................................................................................................... 1814. Elevation at gaging station 11, Lower Atchafalaya River below Sweet Bay Lake,

near Morgan City, Louisiana...................................................................................................... 1915. Elevation at gaging station 12, Lower Atchafalaya River at Morgan City, Louisiana............... 2016. Elevation and specific conductance at gaging station 13, Houma Navigation Canal

at Dulac, Louisiana..................................................................................................................... 2117. Elevation and specific conductance at gaging station 14, Lareussite Canal near

Naomi, Louisiana........................................................................................................................ 2218. Elevation and stream velocity at gaging station 15, Bayou Lacassine near Lake

Arthur, Louisiana........................................................................................................................ 2319. Elevation and specific conductance at gaging station 16, Grand Bayou Tributary,

west of Galliano, Louisiana........................................................................................................ 2420. Elevation and specific conductance at gaging station 17, The Rigolets near

Slidell, Louisiana........................................................................................................................ 2521. Elevation and specific conductance at gaging station 18, Barataria Pass, east of

Grand Isle, Louisiana.................................................................................................................. 2622. Elevation and specific conductance at gaging station 19, Barataria Bay, north of

Grand Isle, Louisiana. ................................................................................................................ 2723. Elevation and specific conductance at gaging station 20, Tennessee Canal near Cut

Off, Louisiana. ........................................................................................................................... 2824. Elevation and specific conductance at gaging station 21, Little Lake near Cut

Off, Louisiana............................................................................................................................. 2925. Elevation and specific conductance at gaging station 22, Vermilion Bay near

Cypremort Point, Louisiana........................................................................................................ 3026. Elevation and specific conductance at gaging station 23, north Calcasieu Lake

near Hackberry, Louisiana.......................................................................................................... 3127. Elevation and specific conductance at gaging station 24, East Fork Tributary

near Cameron, Louisiana............................................................................................................ 32

TABLES

1. Location, description, and elevation of high-water marks along the Louisiana coast.................................... 352. Location, description, and elevation for peak storm-tide measurements at selected

continuous gaging stations along the Louisiana coast.................................................................................... 39

CONVERSION FACTORS AND VERTICAL DATUM

Multiply By __ __ To obtain ___ __

foot (ft) 0.3048 meter foot per second (ft/s) 0.3048 meter per second

mile (mi) 1.609 kilometer __ ____ ___ mile per hour (mi/h)______1.609________kilometer per hour______ __

Temperature in degrees Celsius (°C) can be converted to degrees Fahrenheit (°F) as follows: °F = 1.8(°C) + 32._________

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 Sea Level Datum of 1929.

IV

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Storm-Tide Elevations Produced by HurricaneAndrew along the Louisiana Coast,

August 25-27, 1992

By John K. Lovelace

Abstract

Hurricane Andrew made landfall at Point Chevreuil, Louisiana, on August 26, 1992, at ap­ proximately 3:30 a.m. The hurricane produced a storm tide that affected much of the Louisiana coastline, including many coastal waterways and lakes hydraulically connected to the coast.

Data were collected on high-water marks, resulting from the storm tide, at 69 sites in coastal areas of southeastern and south-central Louisiana, in addition to the data recorded at 76 gaging sta­ tions located near or on the coast. High-water-mark data and gaging-station data are presented on a series of 12 quadrangle maps and in tabular form. Line graphs of time-series data from 24 gaging stations also are presented.

The counter-clock-wise motion of the hurricane winds pushed water landward in areas east of landfall, producing a positive storm tide along the Louisiana coast from the Mississippi State line to landfall. West of landfall, the winds pushed the water seaward, producing a negative storm tide in areas along the Louisiana coast to the Texas State line. The storm tide peaked at 9.3 feet above sea level near Cocodrie, La., and at 8.2 feet above sea level near landfall. Other approximate storm-tide elevations (in feet above sea level) along the Louisiana coast were as follows: Lake Pontchartrain, 4; Breton Sound, 5; Barataria Bay, 4; Grand Isle, 4; Terrebonne Bay, 9; Atchafalaya Bay, 8; East Cote Blanche Bay, 8; Vermilion Bay, -3; and Calcasieu Pass, -1.

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INTRODUCTION

Hurricane Andrew made landfall at Point Chevreuil, La., on August 26, 1992, at approxi­ mately 3:30 in the morning (Rappaport, 1992). The hurricane struck the sparsely populated coastal area with 115 mi/h sustained winds and hurricane-force winds (greater than or equal to 73 mi/h) extending 70 mi outward from the eye (National Oceanic and Atmospheric Administration, 1992). The path of Andrew through Louisiana and the areal extent of hurricane- and tropical storm-force winds are shown in figure 1. (Tropical storm-force winds have wind speeds greater than or equal to 39 mi/h but less than 73 mi/h.) The U.S. Geological Survey (USGS), in cooperation with the Federal Emergency Management Agency (FEMA), collected elevation data in Louisiana on the storm tide produced by Hurricane Andrew.

Purpose and Scope

This report presents data collected on high-water marks at 69 sites and stage data recorded at 24 gaging stations located on or near the Louisiana coast. Eight of these gages are maintained by the USGS and 16 of the gages are maintained jointly by the USGS and the Louisiana Depart­ ment of Natural Resources (DNR). In addition, this report presents peak-stage data compiled and provided by the U.S. Army Corps of Engineers (COE) for 52 gaging stations located on or near the coast. Data presented in this study were collected in coastal parishes in Louisiana and the parishes surrounding Lake Pontchartrain. The data presented may be useful for flood-insurance purposes, storm-tide modeling, and planning future development in areas impacted by Hurricane Andrew's storm tide. All data presented in this report are on file at the USGS office in Baton Rouge, Loui­ siana.

Description of Study Area

Along the coast of south-central Louisiana where Hurricane Andrew made landfall, the shal­ low seafloor slopes gently up to meet the low marshlands that characterize coastal areas of southern Louisiana. These marshes extend inland for distances ranging from 10 to 30 mi. Barrier islands exist along much of the coasts of Terrebonne and Lafourche Parishes (fig. 1). In the past, it was thought that these islands may provide some protection from the wave action of storms. Today, however, these islands are generally low, thin, and broken from previous storms and do little to buffer the effects of hurricanes. It was also thought that the marshes may reduce the inland move­ ment of a storm tide. However, the numerous canals and bayous throughout the coastal marshes provide unrestricted access for the movement of high water.

Most of the population residing close to the coast in south-central Louisiana live along a few naturally occurring levees or have built private levees to protect their property. Many homes and the numerous fishing camps are built several feet off of the ground on pilings for protection against flooding. In areas farther from the coast, hurricane-protection levees have been constructed to pro­ tect larger populations.

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ARKANSAS EXPLANATION

EXTENT OF TROPICAL STORM-FORCE WINDS

EXTENT OF HURRICANE- FORCE WINDS

STORM TRACK

26th 7/>m DATE, IN AUGUST 1992,' H AND TIME OF DAY

STORM-TIDE ELEVATION, IN FEET ABOVE SEA LEVEL

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Letter (a.) identifier:Vermilion BayEast Cote Blanche BayAtchafalaya BayTerrebonne Bay

e. Barataria Bay J /. Breton Sound

Figure 1. The path of Hurricane Andrew, extent of tropical storm- and hurricane-force winds, and storm-tide elevations at selected sites in Louisiana.

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Presentation of Data

Data for the high-water marks are presented in tables and plotted on twelve 30 X 60-minute quadrangle maps as a series of plates. Tabular data include plate number, quadrangle name, mark number, nearest town, latitude, longitude, quality and reliability of mark (good, plus or minus 0.10 ft; fair, plus or minus 0.25 ft; poor, greater than 0.25 ft), type of mark, location of mark (inside or outside), water-surface elevation, and ground-surf ace elevation. The plates show the locations and elevations of the high-water marks. Locations and boundaries of the 30 X 60-minute quadrangle maps are shown in figure 2.

Storm-tide data from 76 continuous gaging stations also are presented in tabular form and plotted on the quadrangle maps. Tabular data include the plate number, quadrangle name, gaging- station number, owner, owner number, station name, latitude, longitude, and the date, time, and el­ evation of the peak storm-tide measurement. The quadrangle maps show the gage locations and date, time, and elevations of peak storm-tide measurements. In addition, time-series data of stage and either specific conductivity or stream velocity from 24 of the 76 continuous gaging stations are shown as line graphs. The locations of these gaging stations are shown in figure 3.

Acknowledgments

This report was made possible with the assistance and cooperation of many home and prop­ erty owners who allowed high-water-elevation surveys to be made. Special thanks are extended to Dennis Lee, FEMA; John Miller, COE; and Bob Zurflugh, National Geodetic Survey.

METHODS

Immediately after Hurricane Andrew passed, USGS crews located and documented high- water marks in the coastal areas of Louisiana. Each high-water mark was flagged or marked, de­ scribed in detail, and photographed. The description of each mark included its geographical and physical location, type of mark (seedline, washline, driftline, stainline, or debris), and an assess­ ment of the quality of the mark. The quality of each mark was determined as follows (Shuck-Kol- ben, 1990, p. 4):

Quality of mark

Good

Fair

Poor

Description

A level, well-defined line of densely accumulated fine debris or a distinct stain

A level, but less distinct band of fine to coarse debris or stain

A poorly defined band of sparsely accumulated coarse debris that may undulate due to

Reliability

0.10 ft

0.25ft

>0.25 ftsurface-wave action. Other examples include a discontinuous scatter of coarse debris on a structure, a coarse groundline of heavy-vegetative drift, or debris hung in the branches of a tree.

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ARKANSAS

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PLATE LOCATION, NUMBER AND NAME

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Atchafalaya Bay, La. Mississippi River

0 50 MILESi i i i i i

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Figure 2. Locations and boundaries of quadrangles for which storm-tide elevations are shown.

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ARKANSAS

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Figure 3. Location of selected gaging stations from which time-series data are presented.

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During the next phase of the study, surveying crews obtained elevations for each of the high- water marks flagged. All of the elevations documented in this report were obtained using conven­ tional level equipment and vertical control stations (bench marks).

Global Positioning System (GPS) equipment also was used to determine elevations for many high-water marks located in marsh areas, on barrier islands, and in other remote areas without bench marks. However, the elevations obtained using GPS were not included in the data set be­ cause they were not as reliable as most of the elevations that were obtained by conventional meth­ ods.

VERTICAL DATUM

The National Geodetic Vertical Datum of 1929 (NGVD of 1929) was used as the datum for this study. NGVD of 1929 is a geodetic datum derived from a general adjustment of the first-order level nets of both the United States and Canada. Although the datum was derived from the average sea level over a period of many years at 26 tide stations along the Atlantic, Gulf of Mexico, and Pacific Coasts, NGVD of 1929 does not necessarily represent local mean sea level at any particular place (Arcement and others, 1991, p. 35). NGVD of 1929 is referred to as "sea level" in the re­ mainder of this report.

Bench-mark elevations used for this study were obtained from the National Geodetic Survey and the Terrebonne Parish Department of Public Works. Because coastal regions of southern Lou­ isiana are subsiding (Andel and Curray, 1960), bench-mark elevations need to be adjusted regular­ ly. An enormous effort is required for updating bench-mark elevations and was beyond the scope of this study. Consequently, the accuracy of high-water-mark elevations is limited by the accuracy of the bench-mark elevations used as vertical control points.

STORM-TIDE ELEVATIONS

Hurricane Andrew made landfall in Louisiana at Point Chevreuil near high tide. The storm tide affected much of the Louisiana coastline, including many coastal waterways and lakes hydrau- lically connected to the coast. The counter-clock-wise motion of the hurricane winds produced a positive storm tide along the Louisiana coast east of landfall, and a negative storm tide west of landfall. Approximate storm-tide elevations (in feet above sea level) along the Louisiana coast were as follows: Lake Pontchartrain, 4; Breton Sound, 5; Barataria Bay, 4; Grand Isle, 4; Terre- bonne Bay, 9; Atchafalaya Bay, 8; East Cote Blanche Bay, 8; Vermilion Bay, -3; and Calcasieu Pass,-1 (fig. 1).

East of the eye of the hurricane, the counter-clock-wise motion of the winds pushed water landward, causing an abnormally high tide along the coast. From the Mississippi State line to Grand Isle, La., the elevation of the storm tide along the Louisiana coast generally ranged from 3 to 5 ft above sea level. From Grand Isle to Point Chevreuil, La., the elevation of the storm tide along the coast generally ranged from 4 to 9 ft above sea level. The storm tide peaked at 8.2 ft above sea level near landfall and at 9.3 ft above sea level near Cocodrie, La., which is located about 60 mi east-southeast of the point of landfall (fig. 1).

West of the eye of the hurricane, the winds pushed water southward, away from the coast, producing a negative storm tide that left no marks, but was recorded by gages along the coast. From landfall to the Texas State line, the negative storm tide generally ranged from 0.5 to 3 ft be-

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low sea level. The lowest measurement, 3.3 ft below sea level, was recorded at a gage located at Cypremort Point, La., about 10 mi east of landfall (fig. 1).

Most of the flood damage caused by the storm tide in Louisiana occurred in southern Terre- bonne Parish where the storm tide was highest and the levees are low and discontinuous. Much of this area is comprised of marsh and other wetlands that are mostly unoccupied. The few roads in this area were built on top of naturally occurring levees that trend north-south and most of the pop­ ulation in southern Terrebonne Parish lives along these roads. Most of the high-water marks col­ lected for this report were obtained from houses and other structures located along these ridges. A few high-water marks were documented at fishing camps and other structures in remote locations in the wetlands and along the barrier islands of southern Terrebonne Parish. However, attempts to survey these sites using GPS did not result in the desired level of accuracy, and, consequently, these sites were omitted from this report.

The high-water-mark elevations are shown on 30 X 60-minute quadrangle maps (pis. 1-12). The location, storm-tide elevation, and ground-surf ace elevation at each high-water mark are shown on plates 1 to 12. Symbols on the plates indicate whether the mark was located inside or outside a structure. Information about each mark, including plate number, water-surface elevation, ground-surface elevation, mark number, mark quality and reliability, type of mark, location of mark (inside or outside), latitude, longitude, quadrangle name, and nearest town are listed in table 1.

High-water marks found inside of structures were generally of much better quality than those found outside because of reduced wind and wave action. If the structure is fairly well closed off from the water, the structure acts as a stilling well, and the "inside" mark represents the still water level, unaffected by the waves. Forty-one (59 percent) of the 69 high-water marks documented in this report were found inside of structures. Of the 69 high-water marks, 54 (78 percent) were con­ sidered to be of good quality, 8 (12 percent) were considered fair, and 7 (10 percent) were poor (table 1).

Seventy-six continuous gaging stations documented the storm-tide configuration along the coast. Station locations, and date and time of positive and negative peak-storm-tide occurrence are shown on plates 1 to 12. Information about each gaging station, including plate number, quadran­ gle name, gaging station number, owner, owner identification number, station name, latitude, lon­ gitude, and the date, time, and elevation of the peak storm-tide measurement are listed in table 2.

The water-surface elevation and either specific conductance or stream velocity, if available, for each of the 24 gaging stations during the period of August 22-31, 1992, are shown in hydro- graphs (figs. 4-27). Some peaks in the hydrographs primarily are due to rainfall runoff, not the storm tide, and the data are not included as maximum positive storm-tide elevations in table 2 and on plates 1 to 12. In general, gages located east of landfall show a positive storm tide, and gages west of landfall show a negative storm tide. However, a few stations located near landfall, most notably stations 3, 11, and 12 (figs. 6, 14, and 15), recorded both a positive and negative storm tide as the storm moved past them from east to west.

Elevations at gages 1, 2, 5, and 6, for which hydrographs are shown in figures 4, 5, 8, and 9, were estimated because these gages have not been referenced to sea level. The elevations were estimated by matching pre-storm water levels at each gage to pre-storm water levels at gage 59 which is nearby. This estimation is valid with the assumption that the water surface in Breton Sound forms a smooth, continuous surface between the gages. Gage heights at station 7 (fig. 10) were not corrected to sea level and only gage height measurements are shown.

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9.0

0

GA

GE

HE

IGH

T

SP

EC

IFIC

CO

ND

UC

TA

NC

E

No g

age

heig

ht d

ata

13.5

00

13,0

00

12,5

00

12,0

00

11,500

11,0

00

10,0

00

9.50

0 w

2223

2425

26

27

DA

YS

, IN

AU

GU

ST

199

2

2829

30

9,00

0

8,50

0

8.00

0

7,50

0 Z O

O

7,00

0 £ £ CO

6,50

0

6,00

0

5,50

0

Figu

re 1

0.

Gag

e he

ight

and

spe

cific

con

duct

ance

at g

agin

g st

atio

n 7,

unn

amed

lak

e tri

buta

ry to

Lak

e B

oudr

eaux

, sou

thw

est o

f Cha

uvin

, Lo

uisi

ana.

Page 21: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

1.1 1.0

0.9

0.8

0.7

0.6

0.5

0.4

0.3

10.4

5

10.4

0

10.3

5

10.3

0

10.2

5

\ i

UlE

LE

VA

TIO

N

ST

RE

AM

VE

LO

CIT

Y

10.2

0 Q

10.1

5 w

cr

10.1

0

10.0

5

10.0

0

9.95

9.90

9.85

9.80

9.75

9.70

2223

2425

26

27

DA

YS

, IN

AU

GU

ST

199

2

2829

30

Figu

re 1

1.

Ele

vatio

n an

d st

ream

vel

ocity

at g

agin

g st

atio

n 8,

Mer

men

tau

Riv

er a

t Mer

men

tau,

Lou

isia

na.

Page 22: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

-1.0

25

26

DA

YS,

IN A

UG

US

T 19

92

2930

Figu

re 1

2.

Ele

vatio

n an

d st

ream

vel

ocity

at g

agin

g st

atio

n 9,

Ver

mili

on R

iver

at P

erry

, Lo

uisi

ana.

Page 23: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

25

26

27

DA

YS

. IN

AU

GU

ST

1992

30

Figu

re 1

3.

Ele

vatio

n an

d st

ream

vel

ocity

at g

agin

g st

atio

n 10

, Ba

you

Tech

e ne

ar F

rank

lin,

Loui

sian

a.

Page 24: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

-1.5

2223

2425

26

DA

YS

. IN

AU

GU

ST

199

2

2728

2930

Figu

re 1

4.

Ele

vatio

n at

gag

ing

stat

ion

11,

Low

er A

tcha

fala

ya R

iver

bel

ow S

wee

t B

ay L

ake,

nea

r M

orga

n C

ity,

Loui

sian

a.

Page 25: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

7.5

7.0

6.5

6.0

5.5

5.0

6

4.5

4.0

<

3.5

3.0

2.0

1.0

No

data

2223

2425

26

27

DA

YS

. IN

AU

GU

ST

199

2

2829

30

Figu

re 1

5.

Ele

vatio

n at

gag

ing

stat

ion

12,

Low

er A

tcha

fala

ya R

iver

at M

orga

n C

ity, L

ouis

iana

.

Page 26: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

2324

25

26

27

DA

YS

, IN

AU

GU

ST

199

2

2829

30

30,0

00

- 28

,000

Figu

re 1

6.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

13,

Hou

ma

Nav

igat

ion

Can

al a

t D

ulac

, Lo

uisi

ana.

Page 27: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

5,60

0

to

to

2324

25

26

DA

YS

, IN

AU

GU

ST

1992

2728

2930

Figu

re 1

7.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

14,

Lare

ussi

te C

anal

nea

r N

aom

i, Lo

uisi

ana.

Page 28: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

to

10.3

0

- 10

.25

9.75

9.70

2728

2930

DA

YS

, IN

AU

GU

ST

1992

Figu

re 1

8.

Ele

vatio

n an

d st

ream

vel

ocity

at g

agin

g st

atio

n 15

, B

ayou

Lac

assi

ne n

ear

Lake

Arth

ur,

Loui

sian

a.

Page 29: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

3.82

3.80

3.78

3.76

LU LU

V

) j£

3.74

O

m < LU

O

l U

L -.

3.72

Q i LU

LU3.

70

3.68

3.66

3.64

ELE

VA

TIO

N

SP

EC

IFIC

CO

ND

UC

TAN

CE

mrv

No

elev

atio

n da

ta

21,0

00

20,0

00

19,0

0010 (75

18,0

00

J

O

to LU

17.0

00

£

O LU O

16,0

00

cQ $ a:

15,0

00

H LU

H

14,0

00

2

QC

ff13

,000

en

12,0

00

11,0

00

10,00

0

9,00

0

2223

2425

26

27

DA

YS

, IN

AU

GU

ST

1992

2829

30

8,00

0 5 a (^

7,00

0

6.00

0

5,00

0

Figu

re 1

9.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

16,

Gra

nd B

ayou

Trib

utar

y, w

est o

f Gal

liano

, Lo

uisi

ana.

Page 30: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

34,0

00

25

26

27

DA

YS

, IN

AU

GU

ST

1992

2829

8,00

030

Figu

re 2

0.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

17, T

he R

igol

ets

near

Slid

ell,

Loui

sian

a.

Page 31: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

35,0

00

-0.5

23,0

0026

27

DA

YS

, IN

AU

GU

ST

1992

Figu

re 2

1.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

18, B

arat

aria

Pas

s, e

ast o

f Gra

nd I

sle,

Lou

isia

na.

Page 32: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

36.0

00

2930

14,0

00

DA

YS

. IN

AU

GU

ST

199

2

Figu

re 2

2.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

19, B

arat

aria

Bay

, no

rth o

f Gra

nd Is

le, L

ouis

iana

.

Page 33: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

to oo

6.0

5.5

5.0

4.5

<

4.0

uu CO

LU 5 3 t 3-5

ID LL. z

3.0

2.5

2.0

1.5

1.0

ELE

VA

TIO

N

SP

EC

IFIC

CO

ND

UC

TAN

CE

2223

2425

26

DA

YS

, IN

AU

GU

ST

1992

2728

29

7.00

0

6,50

0

6.00

0

5,50

0

<

cr S UJ5.

000

i

4,50

0

4,00

0 O

3,50

0

3,00

0

2,50

0

302,

000

Figu

re 2

3.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

20, T

enne

ssee

Can

al n

ear

Cut

Off,

Lou

isia

na.

Page 34: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

26,0

00

1.0

2225

26

27

DA

YS

, IN

AU

GU

ST

1992

30

Figu

re 2

4.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

21,

Littl

e La

ke n

ear C

ut O

ff, L

ouis

iana

.

Page 35: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

16.0

00

-3.5

26

27

DA

YS

, IN

AU

GU

ST

1992

2829

303.

000

Figu

re 2

5.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

22, V

erm

ilion

Bay

nea

r C

ypre

mor

t Poi

nt, L

ouis

iana

.

Page 36: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

28,5

00

0.8

30

DA

US

. IN

AU

GU

ST

1992

Figu

re 2

6.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

23,

north

Cal

casi

eu L

ake

near

Hac

kber

ry,

Loui

sian

a.

Page 37: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

34,0

00

U>

Si

2324

25

26

27

DA

YS

, IN

AU

GU

ST

199

2

2829

3012

.000

Figu

re 2

7.

Ele

vatio

n an

d sp

ecifi

c co

nduc

tanc

e at

gag

ing

stat

ion

24,

East

For

k Tr

ibut

ary

near

Cam

eron

, Lo

uisi

ana.

Page 38: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

SUMMARY

On August 26, 1992, at approximately 3:30 a.m., Hurricane Andrew made landfall at Point Chevreuil, La. The hurricane produced a storm tide that affected much of the Louisiana coast, in­ cluding many coastal waterways and lakes hydraulically connected to the coast High-water marks resulting from the storm tide on August 25-27, 1992, were located, documented, and surveyed in coastal areas of southeastern and south-central Louisiana. Storm-tide data from 69 high-water marks and 76 gaging stations are presented in tabular form and plotted on twelve 30 X 60-minute quadrangle maps as a series of plates. Time-series data from the 24 of the 76 gaging stations are presented as hydrographs.

The counter-clock-wise motion of the hurricane winds pushed water landward in areas east of landfall. From the Mississippi State line to Grand Isle, La., the elevation of the storm tide along the Louisiana coast, generally ranged from 3 to 5 feet above sea level. From Grand Isle to Point Chevreuil, La., the elevation of the storm tide along the coast generally ranged from 4 to 9 feet above sea level. Maximum storm-tide elevations recorded were 9.3 feet above sea level near Co- codrie, La., and 8.2 feet above sea level near landfall at Point Chevreuil, La. West of landfall, the winds pushed the water southward, producing a negative storm tide in areas along the coast to the Texas State line. From landfall to the Texas State line, the negative storm tide generally ranged from 0.5 to 3 feet below sea level. The lowest measurement, 3.3 feet below sea level, was recorded by a gage located at Cypremort Point, La., about 10 miles west of landfall. Other approximate storm-tide elevations (in feet above sea level) along the Louisiana coast were as follows: Lake Pontchartrain, 4; Breton Sound, 5; Barataria Bay, 4; Grand Isle, 4; Terrebonne Bay, 9; Atchafalaya Bay, 8; East Cote Blanche Bay, 8; Vermilion Bay, -3; and Calcasieu Pass, -1.

REFERENCES

Andel, T.H. van, and Curray, J.R., 1960, Regional aspects of modern sedimentation in northernGulf of Mexico and similar basins, and paleogeographic significance, in Shepard, P.P., andothers, eds., Recent sediments, northwest Gulf of Mexico, 1951-1958: Tulsa, Ok., AmericanAssociation of Petroleum Geologists, p. 359.

Arcement, G.J., Dantin, L.J., Garrison, C.R., and Lovelace, W.M., 1991, Water resources dataLouisiana, water year 1990: U.S. Geological Survey Water-Data Report LA-90-1,419 p.

National Oceanic and Atmospheric Administration, 1992, Special climate summary, HurricaneAndrew: Columbia, S.C., National Oceanic and Atmospheric Administration, SoutheastRegional Climate Center, 7 p.

Rappaport, Edward, 1992, Preliminary report, Hurricane Andrew, 16-28 August 1992: CoralGables, Fla., National Oceanic and Atmospheric Administration, National Weather Service,National Hurricane Center, 28 p.

Shuck-Kolben, R.E., 1990, Storm-tide elevations produced by Hurricane Hugo along the SouthCarolina coast, September 21-22, 1989: U.S. Geological Survey Open-File Report 90-386,45 p.

33

Page 39: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …
Page 40: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 1.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

of h

igh-

wat

er m

arks

alo

ng t

he L

ouis

iana

coa

st

[P, p

oor,

G, g

ood;

F, f

air,

O, o

utsid

e; I,

insi

de]

Plat

e nu

mbe

r (f

igur

e 2)

7 7 7 7 8 8 9 12 12 11 11 11 11 11 11 11

Wat

er-

surf

ace

elev

atio

n (f

eet a

bove

se

a le

vel)

8.00

6.68

6.55

6.48

4.03

4.28

4.08

3.61

2.65

3.14

3.39

4.89

4.59

3.11

3.55

3.57

Land

- su

rfac

e el

evat

ion

(fee

t abo

ve

sea

leve

l)

4.24

4.24

5.45

5.59

6.02

1.67 .5

6

2.37

2.0

0

"2.0

0

1.79

2.0

0

2.0

0

1.02

"2.0

0

2.0

0

Hig

h-w

ater

mar

ks

Num

ber

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16

Qua

lity

P G G G F G G G G F G F G G G G

Type

seed

seed

seed

stain

seed

stain

drift

stain

stain

stain

debr

is

drift

stain

drift

drift

was

h

Insi

de o

r ou

tsid

e

O 0 I I O O O I I 0 I O I I I I

Lat

itude

2933

33

2933

34

2934

22

2935

59

2930

25

2941

06

2938

02

2920

57

2915

42

2920

04

2915

25

2920

35

2920

17

2920

27

2919

32

2917

15

Lon

gitu

de

9131

33

9131

30

9132

13

9131

19

9040

33

9006

13

8957

07

8932

18

8957

45

9014

31

9012

53

9014

49

9014

38

9014

45

9014

27

9013

52

Qua

dran

gle

Mor

gan

City

Mor

gan

City

Mor

gan

City

Mor

gan

City

New

(M

eans

New

Orle

ans

Bla

ck B

ay

Mis

siss

ippi

Riv

erD

elta

Mis

siss

ippi

Riv

erD

elta

Tene

bonn

e B

ay

Terr

ebon

ne B

ay

Tene

bonn

e B

ay

Terr

ebon

ne B

ay

Terr

ebon

ne B

ay

Terr

ebon

ne B

ay

Terr

ebon

ne B

ay

Nea

rest

tow

n

Bum

s

Bum

s

Bur

ns

Gor

dy

Ash

land

Lafit

te

Myr

tle G

rove

Bur

as

Gra

nd Is

le

Gol

den

Mea

dow

Leev

ille

Gol

den

Mea

dow

Gol

den

Mea

dow

Gol

den

Mea

dow

Gol

den

Mea

dow

Leev

ille

Page 41: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 1.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

of h

igh-

wat

er m

arks

alo

ng th

e Lo

uisi

ana

coas

t-Con

tinue

d

Plat

e nu

mbe

r (f

igur

e 2)

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11

Wat

er-

surf

ace

elev

atio

n (f

eet a

bove

se

a le

vel)

7.50

7.71 8.03

7.01

7.23

6.46

5.78

6.05

6.02

7.37

5.63

4.37

3.32

6.88

4.56

4.23

4.58

4.46

6.80

5.44

Land

- su

rfac

e el

evat

ion

(fee

t abo

ve

sea

leve

l)

2.52

3.33

3.33

3.30

3.15

3.14

2.98

3.84

2.69

4.77

4.34

2.81

2.28

4.53

2.21

3.29

3.00

2.64

4.18

5.35

Hig

h-w

ater

mar

ks

Num

ber

17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

Qua

lity

G G G G G G G G G G F F G G G G G G G G

Type

stai

n

debr

is

debr

is

debr

is

debr

is

debr

is

seed

seed

seed

seed

stai

n

stai

n

stai

n

stai

n

debr

is

debr

is

debr

is

debr

is

debr

is

debr

is

Insi

de o

r ou

tsid

e

I I O O I I I I I I I I O O I O I I I O

Latit

ude

2925

04

2925

27

2925

45

2926

14

2927

28

2927

45

2923

48

2924

57

2925

09

2926

13

2927

17

2929

19

2929

52

2923

13

2923

12

2924

11

2925

53

2926

55

2928

34

2929

24

Long

itude

9026

54

9027

04

9027

26

9027

36

9028

42

9029

16

9042

27

9041

59

9041

59

9042

07

9042

09

9041

46

9040

58

9037

07

9037

15

9036

34

9035

50

9035

36

9030

16

9031

10

Qua

dran

gle

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Terr

ebon

ne B

ay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Nea

rest

tow

n

Mon

tegu

t

Mon

tegu

t

Mon

tegu

t

Mon

tegu

t

Mon

tegu

t

Mon

tegu

t

Dul

ac

Bou

drea

ux

Bou

diea

ux

Bou

drea

ux

Bou

diea

ux

Ash

land

Ash

land

Cha

uvin

Cha

uvin

Cha

uvin

Cha

uvin

Cha

uvin

Mon

tegu

t

Mon

tegu

t

Page 42: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 1.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

of h

igh-

wat

er m

arks

alo

ng th

e Lo

uisi

ana

coas

t-Con

tinue

d

Plat

e nu

mbe

r (f

igur

e 2)

11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11 11

Wat

er-

surf

ace

elev

atio

n (f

eet a

bove

se

a le

vel)

8.74

9.45

7.55

7.91

6.96

7.00

5.73

b4.3

8

b4.4

0

C8.4

8

°9.7

8

*9.6

6

C5.9

8

9.06

9.34

8.13

7.81

6.78

5.88

6.76

Lan

d-

surf

ace

elev

atio

n (f

eet a

bove

se

a le

vel)

1.28

2.89

3.72

4.41

"4.9

6

4.94

4.9

8

3.0

0

3.0

0

3.0

0

3.0

0

3.0

0

3.0

0

3.46

2.58

2.39

1.97

1.89

3.18

2.51

Hig

h-w

ater

mar

ks

Num

ber

37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56

Qua

lity

G G F G G G G P P P P P P G G G G F G G

Typ

e

seed

stai

n

drif

t

stai

n

debr

is

seed

seed

drif

t

drift

drift

drift

drift

drift

stai

n

debr

is

debr

is

debr

is

stai

n

debr

is

seed

Insi

de o

r ou

tsid

e

I I O I O I I I I O 0 0 O I I I I O I I

Latit

ude

2923

39

2923

51

2924

24

2925

34

2926

16

2927

31

2928

54

2922

59

2922

52

2922

49

2922

47

2922

47

2923

08

2915

13

2915

40

2915

56

2917

56

2919

12

2920

10

2922

26

Long

itude

9035

16

9037

07

9034

37

9034

01

9033

60

9033

45

9033

40

9037

02

9037

06

9037

05

9036

57

9036

54

9037

02

9039

38

9039

20

9038

42

9038

57

9038

44

9038

26

9042

54

Qua

dran

gle

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Nea

rest

tow

n

Lap

eyro

use

Lap

eyro

use

Lap

eyro

use

Poin

t Bar

re

Poin

t Bar

re

Mon

tegu

t

Mon

tegu

t

Cha

uvin

Cha

uvin

Cha

uvin

Cha

uvin

Cha

uvin

Cha

uvin

Coc

odri

e

Coc

odri

e

Coc

odri

e

Coc

odri

e

Coc

odri

e

Coc

odri

e

Coc

odri

e

Page 43: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 1.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

of h

igh-

wat

er m

arks

alo

ng th

e Lo

uisi

ana

coas

t-Con

tinue

d

Plat

e nu

mbe

r (f

igur

e 2)

11 11 11 11 11 11 11 11 11 11 11 11 11

Wat

er-

surf

ace

elev

atio

n (f

eet a

bove

se

a le

vel)

6.90

3.79

4.98

4.57

3.65

4.92

4.92

3.60

3.42

4.84

5.00

3.19

2.97

Land

- su

rfac

e el

evat

ion

(fee

t abo

ve

sea

leve

l)

2.63

2.97

2.35

3.9

7

1.80

"2.0

0

2.0

0

2.41

2.11

2.58

1.60

1.19

1.34

Hig

h-w

ater

mar

ks

Num

ber

57 58 59 60 61 62 63 64 65 66 67 68 69

Qua

lity

G G G G G G F G G G G G G

Typ

e

seed

seed

seed

seed

seed

stai

n

stai

n

stai

n

seed

seed

stai

n

drif

t

drif

t

Insi

de o

r ou

tsid

e

I O 0 0 O I O O O O I I I

Lat

itude

2922

02

2925

44

2924

41

2923

26

2921

56

2921

02

2920

44

2921

56

2921

54

2920

22

2921

41

2913

47

2911

52

Long

itude

9037

30

9045

41

9047

02

9048

04

9048

60

9049

50

9050

03

9048

60

9049

04

9050

17

9049

15

9012

45

9004

11

Qua

dran

gle

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Ter

rebo

nne

Bay

Nea

rest

tow

n

Cha

uvin

The

riot

The

riot

The

riot

The

riot

The

riot

The

riot

The

riot

The

riot

The

riot

The

riot

Lee

ville

Gra

nd I

sle

" E

stim

ated

.b

The

hig

h-w

ater

mar

k w

as lo

cate

d on

the

inne

r, pr

otec

ted

side

of t

he h

urri

cane

pro

tect

ion

leve

e.c

The

hig

h-w

ater

mar

k w

as lo

cate

d on

the

oute

r, un

prot

ecte

d si

de o

f the

hur

rica

ne p

rote

ctio

n le

vee.

The

nig

h el

evat

ions

cou

ld b

e th

e re

sult

of th

e w

ind

and

wav

e ac

tion

push

ing

wat

er u

p th

e le

vee.

The

hig

h-w

ater

mar

k w

as lo

cate

d on

the

top

of th

e hu

rric

ane

prot

ectio

n le

vee.

e T

he h

igh-

wat

er m

ark

was

loca

ted

on th

e ou

ter,

unpr

otec

ted

side

of t

he h

urri

cane

pro

tect

ion

leve

e, b

ut in

a le

ewar

d ar

ea n

ear t

he fl

oodg

ate

and

is p

roba

bly

a m

ore

accu

rate

m

easu

re o

f the

sto

rm t

ide

in th

is a

rea.

Page 44: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 2.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

for p

eak

stor

m-ti

de m

easu

rem

ents

at s

elec

ted

cont

inuo

us g

agin

g st

atio

ns a

long

the

Loui

sian

a co

ast

[Qua

dran

gles

are

in L

ouis

iana

, exc

ept a

s no

ted.

USG

S-D

NR

, U.S

. Geo

logi

cal S

urve

y an

d Lo

uisi

ana

Dep

artm

ent o

f Nat

ural

Res

ourc

es;

CO

E, U

.S. A

rmy

Cor

ps o

f Eng

inee

rs; -

-, no

eve

nt o

ccur

red;

ND

., no

dat

a] Max

imum

pos

itive

M

inim

um n

egat

ive

stor

m ti

de

stor

m ti

de

Plat

e nu

mbe

r(f

igur

e2) 9 9 7 11 9 12 11 2 6 7

Qua

dran

gle

Bla

ck B

ay

Bla

ck B

ay

Mor

gan

City

Terr

ebon

neB

ay

Bla

ck B

ay

Mis

siss

ippi

Riv

er D

elta

Terr

ebon

neB

ay

Cro

wle

y

Whi

te L

ake

Mor

gan

City

Gag

ing

stat

ion

num

ber

1 2 3 4 5 6 7 8 9 10

Ow

ner

uses

-DN

R

uses

-DN

R

USG

S

uses

USG

S-D

NR

USG

S-D

NR

USG

S-D

NR

*

USG

S

USG

S

USG

S

Ow

ner

iden

tifi­

catio

nnu

mbe

r

0737

4528

0737

4527

0738

1590

0738

1324

0737

4526

0737

4529

0738

1347

0801

2150

0738

6980

0738

5800

Stat

ion

nam

e

Nor

th C

alifo

rnia

Bay

nea

rPo

int-a

-la-H

ache

Nor

thea

st B

ay G

arde

ne n

ear

Poin

t-a-la

-Hac

he

Wax

Lak

e O

utle

t at

Cal

umet

Bay

ou G

rand

Cai

llou

atD

ulac

Bla

ck B

ay n

ear S

nake

Isla

ndne

ar P

oint

-a-la

-Hac

he

Cal

iforn

ia B

ay n

ear

Sunr

ise

Poin

t, no

rthea

st o

fN

airn

Unn

amed

lake

trib

utar

y to

Lake

Bou

drea

ux, s

outh

wes

tof

Cha

uvin

Mer

men

tau

Riv

er a

t Mer

-m

enta

u

Ver

mili

on R

iver

at P

erry

Bay

ou T

cche

nea

rFr

ankl

in

Lat

itude

2931

00

2936

00

2941

52

2922

58

2938

00

2929

08

2925

37

3011

23

2957

04

2947

30

Long

i­tu

de

8935

00

8940

00

9122

22

9042

55

8934

00

8934

05

9037

18

9235

25

9209

22

9129

56

Day

,A

ugus

t19

92 25 25 26 26 25 25 26 ~ 26

Elev

atio

n El

evat

ion

(fee

t D

ay,

(fee

tTi

me

abov

e se

a A

ugus

t Ti

me

abov

e(h

ours

)

1800

1900

0825

0629

2000

1400

1000 - 1515

leve

l) 19

92

(hou

rs)

sea

leve

l)

5.27

"

4.99

"

7.36

26

02

40

-0.9

3

5.39

5.63

"

5.32

"

b.OO

26

0600

.2

1

26

0727

-.4

5

3.72

7 M

orga

n C

ity11

U

SGS

0738

1650

Low

er A

tcha

fala

ya R

iver

be

low

Sw

eet B

ay L

ake

near

M

orga

n C

ity

2933

06

9114

41

26

1000

6.

33

26

0230

-1.3

3

Page 45: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 2.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

for

peak

sto

rm-ti

de m

easu

rem

ents

at s

elec

ted

cont

inuo

us g

agin

g st

atio

ns a

long

the

Loui

sian

a co

ast-C

ontin

ued

Max

imum

pos

itive

M

inim

um n

egat

ive

stor

m ti

de

stor

m ti

de

Plat

e nu

mbe

r G

agin

g (f

igur

e st

atio

n 2)

Q

uadr

angl

e nu

mbe

r O

wne

r

7 11 8 2 11 4 12 12 11 8 7 1

Mor

gan

City

Tet

rebo

nne

Bay

New

Orl

eans

Cro

wle

y

Ten

ebon

ne

Bay

Gul

fpor

t.Mis

s.,

La.

Mis

siss

ippi

R

iver

Del

ta

Mis

siss

ippi

R

iver

Del

ta

Ten

ebon

ne

Bay

New

Orl

eans

Mor

gan

City

Lak

e C

harl

es,

La.

, Tex

.

12 13 14 15 16 17 18 19 20 21 22 23

USG

S

USG

S -D

NR

USG

S -D

NR

USG

S

USG

S -D

NR

USG

S -D

NR

USG

S -D

NR

USG

S -D

NR

USG

S -D

NR

USG

S -D

NR

USG

S -D

NR

USG

S -D

NR

Ow

ner

iden

tifi­

catio

n nu

mbe

r

0738

1600

0738

1328

0738

0237

6

0801

2470

0738

1314

0738

0233

65 07

3802

515

0738

0251

0738

0340

0738

0335

0738

7040

0801

7095

Stat

ion

nam

e

Low

er A

tcha

fala

ya R

iver

at

Mor

gan

City

Hou

ma

Nav

igat

ion

Can

al a

t D

ulac

Lar

euss

ite C

anal

nea

r Nao

mi

Bay

ou L

acas

sine

nea

r L

ake

Art

hur

Gra

nd B

ayou

trib

utar

y, w

est

of G

allia

no

The

Rig

olet

s ne

ar S

lidel

l

Bar

atar

ia P

ass,

eas

t of G

rand

Is

le

Bar

atar

ia B

ay, n

orth

of

Gra

nd I

sle

Ten

ness

ee C

anal

nea

r C

ut O

ff

Litt

le L

ake

near

C

ut O

ff

Ver

mili

on B

ay n

ear C

ypre

- m

ort P

oint

Nor

th C

alca

sieu

Lak

e ne

ar

Hac

kber

ry

Ele

vatio

n E

leva

tion

Day

, (f

eet

Day

, (f

eet

Lon

gi-

Aug

ust

Tim

e ab

ove

sea

Aug

ust

Tim

e ab

ove

Lat

itude

tu

de

1992

(h

ours

) le

vel)

19

92

(hou

rs)

sea

leve

l)

2942

09

9112

07

26

0800

2923

06

9043

47

26

1000

2941

30

9001

00

27

0100

3004

12

9252

43

2927

20

9025

20

26

1200

3010

10

8943

20

26

1520

2916

31

8956

30

25

1740

2925

11

8956

49

25

2400

2927

20

9011

45

26

0620

2930

56

9011

03

26

0900

2942

50

9152

54

3001

54

9317

58

7.04

26

02

00

1.19

4.91

3.89

26

0830

.6

1

3.81

3.42

26

03

20

-4.9

0

3.68

4.54

5.44

5.08

26

0240

-3

.30

26

2300

-.6

9

Page 46: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 2.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

for

peak

sto

rm-ti

de m

easu

rem

ents

at s

elec

ted

cont

inuo

us g

agin

g st

atio

ns a

long

the

Loui

sian

a co

ast-C

ontin

ued

Max

imum

pos

itive

M

inim

um n

egat

ive

stor

m ti

de

stor

m ti

de

Plat

e nu

mbe

r (f

igur

e 2)

Q

uadr

angl

e

5 12 7 7 7 7 7 10 7 7 7 7

Port

Arth

ur,

Tex.

, La.

Mis

siss

ippi

R

iver

Del

ta

Mor

gan

City

Mor

gan

City

Mor

gan

City

Mor

gan

City

Mor

gan

City

Atc

hafa

laya

B

ay

Mor

gan

City

Mor

gan

City

Mor

gan

City

Mor

gan

City

Gag

ing

stat

ion

num

ber

Ow

ner

24 25 26 27 28 29 30 31 32 33 34 35

USG

S -D

NR

CO

E

CO

E

CO

E

CO

E

CO

E

CO

E

CO

E

CO

E

CO

E

CO

E

CO

E

Ow

ner

Iden

tifi­

catio

n nu

mbe

r

0801

7115

0148

0

0355

5

0364

5

0372

0

0375

0

0378

0

0385

0

5280

0

6440

0

6445

0

6465

0

Stat

ion

nam

e

East

For

k tri

buta

ry n

ear

Car

nero

n

Mis

siss

ippi

Riv

er a

t V

enic

e

Gra

nd L

ake

at

Cha

rent

on

Six

Mile

Lak

e ne

ar

Ver

dunv

ille

Wax

Lak

e O

utle

t at

Cal

umet

Low

er A

tcha

fala

ya R

iver

at

Ber

wic

k Lo

ck (

wes

t)

Low

er A

tcha

fala

ya R

iver

at

Mor

gan

City

Rou

nd B

ayou

at D

eer I

slan

d

Bay

ou B

oeuf

at A

mel

ia

Cha

rent

on D

rain

age

Can

al

near

floo

dgat

e

Cha

rent

on D

rain

age

Can

al a

t B

aldw

in

Bay

ou T

eche

at W

est

Cal

umet

Flo

odga

te

Lat

itude

2949

42

2916

22

2954

20

2945

49

2942

09

2943

05

2941

40

2928

28

2940

06

2953

30

2949

23

2942

13

Elev

atio

n El

evat

ion

Day

, (f

eet

Day

, (f

eet

Long

!-

Aug

ust

Tim

e ab

ove

sea

Aug

ust

Tim

e ab

ove

tude

19

92

(hou

rs)

leve

l) 19

92

(hou

rs)

sea

leve

l)

9319

58

- -

- 26

19

00

8921

10

25

1700

3.

74

9131

26

26

1330

7.

30

9123

35

26

0800

7.

53

9122

07

26

0700

6.

68

26

0200

9113

29

26

1300

3.

75

9112

39

26

0830

6.

80

26

0200

9115

46

26

0700

7.

65

26

0100

9105

50

26

2015

3.

40

26

0200

9131

32

26

1200

3.

08

26

0400

9132

30

26

1030

3.

90

26

0200

9122

31

26

1700

3.

40

26

0500

.41

- - - -.69

- 1.10 -.46

.60

-.13

-.56

-.11

Page 47: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 2.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

for

peak

sto

rm-ti

de m

easu

rem

ents

at s

elec

ted

cont

inuo

us g

agin

g st

atio

ns a

long

the

Loui

sian

a co

ast-C

ontin

ued

Max

imum

pos

itive

st

orm

tide

Min

imum

neg

ativ

e st

orm

tide

Pla

te

num

ber

(fig

ure

2)

Qua

dran

gle

Ow

ner

Gag

ing

Iden

tifi-

stat

ion

catio

n nu

mbe

r O

wne

r nu

mbe

rS

tatio

n na

me

Latit

ude

Ele

vatio

n E

leva

tion

Day

, (fe

et

Day

, (fe

etLo

ngi-

Aug

ust

Tim

e ab

ove

sea

Aug

ust

Tim

e ab

ove

tude

19

92

(hou

rs)

leve

l) 19

92

(hou

rs)

sea

leve

l)

6 W

hite

Lak

e

9 B

lack

Bay

9 B

lack

Bay

9 B

lack

Bay

9 B

lack

Bay

4 G

ulfp

ort,M

iss.

, La

.

3 Po

ncha

toul

a

8 N

ew O

rlea

ns

9 B

lack

Bay

7 M

orga

n C

ity

36

CO

E

6787

5

37

CO

E

7600

5

38

CO

E

7601

0

39

CO

E

7602

0

40

CO

E

7602

5

41

CO

E

7604

0

42

CO

E

7606

0

43

CO

E

7612

0

44

CO

E

7624

0

45

CO

E

7636

0

Ver

mili

on R

iver

at B

anke

r 29

5021

Bay

ou D

upre

at f

lood

gate

29

5628

(w

est)

(ga

te c

lose

d)

Bay

ou D

upre

at f

lood

gate

29

5635

(e

ast)

(es

timat

ed)

Bay

ou B

ienv

enue

at P

aris

29

5855

R

oad

(gat

e cl

osed

)

Bay

ou B

ienv

enue

at f

lood

- 29

5952

ga

te (

east

)

Intr

acoa

stal

Wat

erw

ay n

ear

3000

24Pa

ris

Roa

d br

idge

, New

Orl

eans

9207

36

8950

24

27

0300

1.

72

8950

24

25

N.D

. 5.

50C

8956

47

26

1700

2.

35

8954

55

25

1800

8956

05

25

1930

Inne

r H

arbo

r Nav

igat

ion

Can

al n

ear S

eabr

ook

brid

ge,

New

Orl

eans

Inne

r H

arbo

r Nav

igat

ion

Can

al a

t Flo

rida

Ave

nue

brid

ge. N

ew O

rlea

ns

3001

45

9001

58

25

1900

2958

53

9001

15

25

1900

Intr

acoa

stal

Wat

erw

ay

2954

43

at A

lgie

rs L

ock

Bay

ou B

oeuf

(Int

ra-

2940

59

coas

tal W

ater

way

) at

Bay

ou

Boe

uf L

ock

(eas

t)

8958

28

26

0900

9110

25

26

0800

26

1330

.65

5.75

6.00

4.06

5.80

3.40

3.59

Page 48: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tab

le 2

. Lo

catio

n, d

escr

iptio

n, a

nd e

leva

tion

for

peak

sto

rm-t

ide

mea

sure

men

ts a

t se

lect

ed c

ontin

uous

gag

ing

stat

ions

alo

ng t

he L

ouis

iana

co

ast

-Co

ntin

ue

d

Max

imum

pos

itive

st

orm

tide

Pla

te

num

ber

(fig

ure

2)

Qua

dran

gle

Gag

ing

stat

ion

num

ber

Ow

ner

Ow

ner

iden

tifi­

catio

n nu

mbe

r

Day

, Lo

ngi-

Aug

ust

Sta

tion

nam

e La

titud

e tu

de

1992

Ele

vatio

n (fe

et

Tim

e ab

ove

sea

(hou

rs)

leve

l)

Min

imum

neg

ativ

e st

orm

tide

Day

, A

ugus

t 19

92

Ele

vatio

n (fe

et

Tim

e ab

ove

(hou

rs)

sea

leve

l)

7 M

orga

n C

ity

46

CO

E

7644

0

6 W

hite

Lak

e

6 W

hite

Lak

e

6 W

hite

Lak

e

6 W

hite

Lak

e

11

Ter

rebo

nne

Bay

11

Ter

rebo

nne

Bay

11

Ter

rebo

nne

Bay

11

Ter

rebo

nne

Bay

10

Atc

hafa

laya

B

ay

8 N

ew O

rlea

ns

47

CO

E

7659

0

48

CO

E

7659

3

49

CO

E

7660

0

50

CO

E

7672

0

51

CO

E

8225

0

Intr

acoa

stal

Wat

erw

ay

at W

ax L

ake

(eas

t co

ntro

l str

uctu

re)

Fres

hwat

er C

anal

abo

ve

Bee

f Rid

ge

Fres

hwat

er C

anal

at F

resh

­ w

ater

Bay

ou L

ock

(sou

th)

Scho

oner

Bay

ou (

Inla

nd

Wat

erw

ay)

at e

ast

cont

rol s

truc

ture

Intr

acoa

stal

Wat

erw

ay

at L

elan

d B

owm

an

Loc

k (e

ast a

uto)

2938

27

9119

22

26

1200

2933

18

2933

09

2945

28

9218

19

9218

21

9215

48

2947

00

9211

40

52

CO

E

8226

0

53

CO

E

8231

0

Bay

ou L

afou

rche

at G

olde

n M

eado

w F

lood

gate

(no

rth)

Bay

ou L

afou

rche

at G

olde

n M

eado

w F

lood

gate

(so

uth)

Bay

ou B

lue

near

Cat

fish

L

ake

6.15 2.08

2920

33

9014

44

27

1500

2920

30

9014

44

26

0600

2923

31

9020

49

26

1030

54

CO

E

8235

0 B

ayou

Laf

ourc

he a

t Lee

ville

29

1452

90

1232

26

04

00

5.61

6.19

5.62

26

1400

26

1100

0.18

25

2000

-1

.78

-.55

26

0800

-1

.83

55

CO

E

8860

0 A

tcha

fala

ya B

ay a

t Eug

ene

2922

45

9122

54

N.D

. N

.D.

N.D

. 25

22

00

-3.2

0 Is

land

56

CO

E

8270

0 B

ayou

DCS

Alle

man

des

2949

26

9028

36

27

1230

2.

78

at D

es A

llem

ande

s

Page 49: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 2.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

for

peak

sto

rm-ti

de m

easu

rem

ents

at

sele

cted

con

tinuo

us g

agin

g st

atio

ns a

long

the

Lou

isia

na c

oast

-Con

tinue

d

Max

imum

pos

itive

st

orm

tide

Min

imum

neg

ativ

e st

orm

tide

Plat

e nu

mbe

r (f

igur

e 2)

Q

uadr

angl

e

Ow

ner

Gag

ing

iden

tifi-

stat

ion

catio

n nu

mbe

r O

wne

r nu

mbe

rS

tatio

n na

me

Latit

ude

Elev

atio

n El

evat

ion

Day,

(fe

et

Day

, (fe

etLo

ngi-

Aug

ust

Tim

e ab

ove

sea

Aug

ust

Tim

e ab

ove

tude

19

92

(hou

rs)

leve

l) 19

92

(hou

rs)

sea

leve

l)

8 N

ew O

rlea

ns

8 N

ew O

rlea

ns

9 B

lack

Bay

12

Mis

siss

ippi

R

iver

Del

ta

3 Po

ncha

toul

a

3 Po

ncha

toul

a

3 Po

ncha

toul

a

3 Po

ncha

toul

a

3 Po

ncha

toul

a

3 Po

ncha

toul

a

3 Po

ncha

toul

a

57

CO

E

8275

0

58

CO

E

8287

5

59

CO

E

8511

1

60

CO

E

8522

2

61

CO

E

8542

0

62

CO

E

8555

0

63

CO

E

8556

4

64

CO

E

8556

6

65

CO

E

8557

5

66

CO

E

8560

0

67

CO

E

8562

5

Bay

ou B

arat

aria

at

Bar

atar

ia

Bay

ou B

arat

aria

at

Laf

itte

Bla

ck B

ay n

ear

Bre

ton

Soun

d

Bre

ton

Soun

d at

Bre

ton

Isla

nd

Pass

Man

chac

nea

r Po

ncha

toul

a

Lak

e Po

ntch

artr

ain

near

Fre

- ni

er

Pipe

line

Can

al a

t Il

lino

is C

entr

al

Rai

lroa

d (n

orth

)

Pipe

line

Can

al a

t Il

linoi

s C

entr

al

Rai

lroa

d (s

outh

)

Lak

e Po

ntch

artr

ain

at

Man

devi

lle

Lak

e Po

ntch

artr

ain

at m

id-

lake

nea

r N

ew O

rlea

ns

Lak

e Po

ntch

artr

ain

at W

est

End

2944

29

9007

56

26

2400

3.

50

2940

06

9006

36

26

1230

4.

20

2935

00

8938

00

25

1800

5.

02

2927

30

8911

00

25

0900

4.

17

3016

53

9024

01

26

1700

4.

19

3006

22

9025

17

26

0100

4.

16

3001

44

9019

50

26

1800

3.

19

3001

44

9019

49

26

2000

2.

65

3021

31

9005

45

26

1400

4.

64

3011

16

9007

33

26

1800

4.

35

3001

18

9006

57

26

1400

3.

81

Page 50: STORM-TIDE ELEVATIONS PRODUCED BY HURRICANE …

Tabl

e 2.

Loc

atio

n, d

escr

iptio

n, a

nd e

leva

tion

for

peak

sto

rm-t

ide

mea

sure

men

ts a

t sel

ecte

d co

ntin

uous

gag

ing

stat

ions

alo

ng th

e Lo

uisi

ana

coas

t-C

ontin

ued

Max

imum

pos

itive

st

orm

tide

Plat

e nu

mbe

r

Ci

C/5

1 w 1 6

H TJ

M M

O O 3

l ( n

w S ^

(fig

ure

2) 4 4 4 9

1 9 12 10 7 5

Qua

dran

gle

Gul

fpor

t.Mis

s.,

La.

Gul

fpor

t.Mis

s.,

La.

Gul

fpor

t.Mis

s.,

La.

Bla

ck B

ay

Bla

ck B

ay

Mis

siss

ippi

Riv

er D

elta

Atc

hafa

laya

Bay

Mor

gan

City

Port

Art

hur,

Tex.

, La.

Gag

ing

stat

ion

num

ber

68 69 70 71 72 73 74 75 76

Ow

ner

COE

COE

COE

COE

COE

CO

E

CO

E

COE

COE

Ow

ner

iden

tifi­

catio

nnu

mbe

r

8567

5

8570

0

8575

0

8578

0

8580

0

8841

0

8855

0

8880

0

7365

0

Stat

ion

nam

e

Lake

Pon

tcha

rtrai

n (Ir

ishB

ayou

) ne

ar s

outh

sho

re

The

Rig

olet

s ne

ar L

ake

Pont

char

trai

n

Che

f M

ente

ur P

ass

near

Lak

e B

orgn

e

Bay

ou T

erre

aux

Boe

uf a

tD

elac

roix

Mis

siss

ippi

Riv

er G

ulf O

ut­

let

at S

hell

Bea

ch

Bay

ou R

igau

d at

Gra

nd Is

le

Atc

hafa

laya

Bay

nea

rE

ugen

e Is

land

Eas

t Cot

e B

lanc

he B

ayat

Luk

es L

andi

ng

Cal

casi

eu R

iver

and

Pass

nea

r Cam

eron

Lat

itude

3008

46

3010

02

3004

04

2945

50

2951

00

2915

48

2927

03

2935

48

2946

30

Long

i­tu

de

8951

41

8944

13

8948

25

8947

32

8941

00

8957

24

9120

28

9132

35

9320

46

Day

,A

ugus

t19

92 26 26 25 26 25 25 26 26 ..

Elev

atio

n (f

eet

Tim

e ab

ove

sea

(hou

rs)

1530

1600

1800

0600

1800

1900

0500

0600

leve

l)

3.60

3.35

3.90

4.90

4.91 3.57

7.60

8.19

Min

imum

neg

ativ

e st

orm

tide

Elev

atio

n D

ay,

(fee

tA

ugus

t Ti

me

abov

e19

92

(hou

rs)

sea

leve

l)

.. .. 25

2200

-0

.62

N.D

. N

.D.

N.D

.

26

1900

-.6

3

"Est

imat

ed.

bGag

e he

ight

s no

t cor

rect

ed to

sea

leve

l. N

o el

evat

ion

data

ava

ilabl

e.°E

leva

tion

estim

ated

by

U.S

. Arm

y C

orps

of

Eng

inee

rs.