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Edward’s Aquifer Ground-water Flow Model Texas Ground Water 2004 November 19, 2004 George B....
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Transcript of Edward’s Aquifer Ground-water Flow Model Texas Ground Water 2004 November 19, 2004 George B....
Edward’s Aquifer Ground-water Flow Model
Texas Ground Water 2004November 19, 2004George B. Ozuna
Edwards Aquifer Model
• In cooperation with: Edwards Aquifer Authority Department of Defense USGS
• Richard Lindgren, USGS• Sue Horvorka and Alan Dutton, BEG• Scott Painter, SwRI• Steve Worthington, Consultant
Edwards Aquifer Model
• Uniform ¼-mi grid • 370 rows; 700 columns; 259,000 cells• One layer• Grid alignment:
Major faults and flow near Comal and San Marcos Springs
Structure
• Aquifer top elevation• Aquifer bottom elevation• Faults
Provided by BEG – Sue Horvorka
Faults
• Simulated using Horizontal Flow Barrier Package
• Model inputs: fault location hydraulic characteristic (C)
o hydraulic conductance termo Assumption: hydraulic characteristic (C) is a
function of fault displacement inversely proportional
Las Moras Springs
Leona Springs
San Antonio & San Pedro Springs
Comal Springs
San Marcos Springs
Fault
Simulated Faults And Springs
General-head boundary
No-flow boundary – saline water line
General-head boundary
No-flow
Colorado River – Head-dependent flux boundary
No- flow
Recharge zone
Model Boundary Conditions
Hydraulic Conductivity
Provided by Southwest Research – Scott Painter
Conduits
Provided by EAA Consultant - Steve Worthington
Hydraulic Properties
Simulated Recharge Zones
Recharge Zone - Stream Channels
Pumpage – by use
Provided by BEG – Alan Dutton
Pumpage – by rate
Provided by BEG – Alan Dutton
Steady-State Calibration
• Calibration period: 1939 – 1946• Pre-1950’s drought, minimal irrigation
development• Near-normal precipitation• San Antonio precipitation: normal 1961-90 30.98 in/yr average 1939-46 30.47 in/yr
Steady-State Target Wells
144 wells
Steady-State Calibration
Transient Calibration
• Calibration period: 1947 – 2000• Calibration targets:
Long-term record wellso County Index wellso match hydrographs
Selected time periodso periods of above- and below-normal precipitationo match hydraulic heads for a set of wells
Transient Calibration
• Selected time periods Below-normal precipitation
o 1952-57 May thru November 1956 175 wells
Above-normal precipitationo 1973-77
November 1974 thru July 1975 172 wells
Transient Target Wells
Drought Conditions, 175 Wells, May – November 1956
Transient Target Wells
Wet Conditions, 172 Wells, November 1974 – July 1975
Transient Target Springs
• 5 springs simulated: San Marcos Comal Leona San Pedro* San Antonio*
*Based on relation with Bexar index well
Uvalde Index Well
Medina Index Well
Comal Well
San Marcos Well
Transient ResultsWater-Level Hydrographs
Bexar Index Well
Transient ResultsWater-Level Hydrographs
Uvalde_index(south-central Uvalde County)
810
820
830
840
850
860
870
880
890
900
910
920
930
1/1/1947
1/1/1949
1/1/1951
1/1/1953
1/1/1955
1/1/1957
1/1/1959
1/1/1961
1/1/1963
1/1/1965
1/1/1967
1/1/1969
1/1/1971
1/1/1973
1/1/1975
1/1/1977
1/1/1979
1/1/1981
1/1/1983
1/1/1985
1/1/1987
1/1/1989
1/1/1991
1/1/1993
1/1/1995
1/1/1997
1/1/1999
1/1/2001
Date
Ele
va
tio
n
Measured
Simulated
Transient ResultsWater-Level Hydrographs
Medina_6841301(east-central Medina County)
600610620630640650660670680690700710720730740750760770780
1/1/1950
1/1/1952
1/1/1954
1/1/1956
1/1/1958
1/1/1960
1/1/1962
1/1/1964
1/1/1966
1/1/1968
1/1/1970
1/1/1972
1/1/1974
1/1/1976
1/1/1978
1/1/1980
1/1/1982
1/1/1984
1/1/1986
1/1/1988
1/1/1990
1/1/1992
1/1/1994
1/1/1996
1/1/1998
1/1/2000
Date
Ele
va
tio
n
Measured
Simulated
Transient ResultsWater-Level Hydrographs
Bexar_index(central Bexar County)
600
610
620
630
640
650
660
670
680
690
700
710
1/1/1947
1/1/1949
1/1/1951
1/1/1953
1/1/1955
1/1/1957
1/1/1959
1/1/1961
1/1/1963
1/1/1965
1/1/1967
1/1/1969
1/1/1971
1/1/1973
1/1/1975
1/1/1977
1/1/1979
1/1/1981
1/1/1983
1/1/1985
1/1/1987
1/1/1989
1/1/1991
1/1/1993
1/1/1995
1/1/1997
1/1/1999
1/1/2001
Date
Ele
va
tio
n
Measured
Simulated
Transient ResultsWater-Level Hydrographs
Comal_6823701(central Comal County)
600
610
620
630
640
650
660
670
680
690
1/1/1947
1/1/1949
1/1/1951
1/1/1953
1/1/1955
1/1/1957
1/1/1959
1/1/1961
1/1/1963
1/1/1965
1/1/1967
1/1/1969
1/1/1971
1/1/1973
1/1/1975
1/1/1977
1/1/1979
1/1/1981
1/1/1983
1/1/1985
1/1/1987
1/1/1989
1/1/1991
1/1/1993
1/1/1995
Date
Ele
va
tio
n
Measured
Simulated
Transient ResultsWater-Level Hydrographs
Hays_5858101(eastern Hays County)
530540550560570580590600610620630640650660670
1/1/1947
1/1/1949
1/1/1951
1/1/1953
1/1/1955
1/1/1957
1/1/1959
1/1/1961
1/1/1963
1/1/1965
1/1/1967
1/1/1969
1/1/1971
1/1/1973
1/1/1975
1/1/1977
1/1/1979
1/1/1981
1/1/1983
1/1/1985
1/1/1987
1/1/1989
1/1/1991
1/1/1993
1/1/1995
1/1/1997
1/1/1999
1/1/2001
Date
Ele
va
tio
n
Measured
Simulated
Leona Springs
Comal Springs
San Marcos Springs
Transient ResultsSpringflow Hydrographs
Transient ResultsSpringflow Hydrographs
Comal Springs
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000
35,000,000
40,000,000
45,000,000
50,000,000
1/1/1947
1/1/1949
1/1/1951
1/1/1953
1/1/1955
1/1/1957
1/1/1959
1/1/1961
1/1/1963
1/1/1965
1/1/1967
1/1/1969
1/1/1971
1/1/1973
1/1/1975
1/1/1977
1/1/1979
1/1/1981
1/1/1983
1/1/1985
1/1/1987
1/1/1989
1/1/1991
1/1/1993
1/1/1995
1/1/1997
1/1/1999
1/1/2001
Date
Flo
w in
cu
bic
fe
et
pe
r d
ay
Measured
Simulated
Transient ResultsSpringflow Hydrographs
San Marcos Springs
0
5,000,000
10,000,000
15,000,000
20,000,000
25,000,000
30,000,000
35,000,000
40,000,000
45,000,000
1/1/1947
1/1/1949
1/1/1951
1/1/1953
1/1/1955
1/1/1957
1/1/1959
1/1/1961
1/1/1963
1/1/1965
1/1/1967
1/1/1969
1/1/1971
1/1/1973
1/1/1975
1/1/1977
1/1/1979
1/1/1981
1/1/1983
1/1/1985
1/1/1987
1/1/1989
1/1/1991
1/1/1993
1/1/1995
1/1/1997
1/1/1999
1/1/2001
Date
Flo
w in
cu
bic
fe
et
pe
r d
ay
Measured
Simulated
Transient ResultsSpringflow Hydrographs
Leona Springs
0
2,000,000
4,000,000
6,000,000
8,000,000
10,000,000
12,000,000
1/1/1947
1/1/1949
1/1/1951
1/1/1953
1/1/1955
1/1/1957
1/1/1959
1/1/1961
1/1/1963
1/1/1965
1/1/1967
1/1/1969
1/1/1971
1/1/1973
1/1/1975
1/1/1977
1/1/1979
1/1/1981
1/1/1983
1/1/1985
1/1/1987
1/1/1989
1/1/1991
1/1/1993
1/1/1995
1/1/1997
1/1/1999
1/1/2001
Date
Flo
w in
cu
bic
fe
et
pe
r d
ay
Measured
Simulated
Edwards Aquifer Model
• Model Inputs Structure Boundary Conditions Hydraulic Properties Stresses
• Model Calibration Targets Steady-State Results Transient Results