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Jury et al. 1991. Soil physics, 5 th ed. John Wiley & Sons, New - - PowerPoint PPT Presentation
Jury et al. 1991. Soil physics, 5 th ed. John Wiley & Sons, New - - PowerPoint PPT Presentation
Jury et al. 1991. Soil physics, 5 th ed. John Wiley & Sons, New York. Conceptual Model of Water Conceptual Model of Water Dynamics Dynamics Monitoring Network Monitoring Network 7 transects over ~ 50 7 transects over ~ 50 miles
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Jury et al. 1991. Soil physics, 5th ed. John Wiley & Sons, New York.
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Conceptual Model of Water Conceptual Model of Water Dynamics Dynamics
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Monitoring Network Monitoring Network
- 7 transects over ~ 50
7 transects over ~ 50 miles miles
- ~ 175 monitoring
~ 175 monitoring wells wells
- 25 surface
25 surface-
- water
water-
- level
level gauges gauges
- ~ 70 transducers
~ 70 transducers taking hourly water taking hourly water level readings level readings
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Monitoring Transect Cross Section Monitoring Transect Cross Section
Socorro Main Canal LFCC Rio Grande
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Cross Sectional Time series data at Highway 380 (San Antonio)
4536.00 4538.00 4540.00 4542.00 4544.00 4546.00 4548.00 10/01/01 11/20/01 01/ 09/ 02 02/28/02 04/19/ 02 06/08/02 Da t e
LFCC Rio Grande SRD
Rio Grande LFCC Groundwater Wells
Groundwater Levels Rise in Winter
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Cross Sectional Time series data at San Marcial 4457.00 4462.00 4467.00 4472.00 4477.00 10/01/01 11/20/01 01/09/02 02/28/02 04/19/02 06/08/02 Date Elevation of water table (feet amsl)
LFCC Rio Grande
Rio Grande Groundwater Wells LFCC
Groundwater Levels Rise in Winter
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San Acacia Transect Hydrograph for San Acacia Transect Hydrograph for the September 2003 Flood Event the September 2003 Flood Event
4649 4649.5 4650 4650.5 4651 4651.5 4652 4652.5 4653 9/1/03 9/6/03 9/11/03 9/16/03 9/21/03 9/26/03
Date W ater Elevation (ft)
River Stage Intermediate Well Closest Wells Furthest Wells
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Highway 380 Transect: September 2003 Highway 380 Transect: September 2003 Calculated Vertical Gradients Calculated Vertical Gradients
DOWNWARD FLOW UPWARD FLOW A/B Well Gradient A/C Well Gradient B/C Well Gradient River Stage
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Stratigraphy
Legend
No Sample Clay, Sandy Clay Silt, Silt & Fine Sand Fine Sand Fine to Medium Sand, Medium Sand Fine to Coarse Sand, Coarse Sand Sand and Gravel, Gravel Clayey Gravel Santa Fe Group Bedrock Water Surface
400 ft 20 ft
HWY-W02 HWY-E01HWY-E02
HWY-E03
East Rio Grande
4560 4540 4520 4500 4480 4460
HWY-W06 HWY-W03 HWY-W04 LFCC HWY-W07
Va lle y a lluvium Sa nta F e F
- r
ma tion L a ye r 3 L a ye r 2 L a ye r 1
West
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Aquifer Testing Aquifer Testing
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Aquife r T e st Instrume nta tion
0.5 mile s no rth o f Hig hway 380 in San Anto nio So c o rro Rive rside Drain L F CC Rio Grande
Legend
Well 0-20 feet Well 40-50 feet Well 80-90 feet Staff gage Extraction well
10 07 09
L F CC Rio Gra nde Cla y L a ye r
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T ime -drawdo wn o f ne ste d we ll W07A,B,C r o f W07 = 15 fe e t
0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 0.01 0.1 1 10 100 1000 10000
Elapsed Time (min) Drawdown (ft)
Legend
Well 0-20 feet Well 40-50 feet Well 80-90 feet
L F CC Rio Gra nde Cla y L a ye r
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Basalt formations that compose the Eastern Snake River Aquifer, Idaho
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Discharge of the Eastern Snake River Plain aquifer from basalt cliffs above the Snake River gorge
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Karstic limestone along the Yangtse River in the Three Gorges region, China