Central Valley Aquifer, Chapters A and B - MAE Class Websites

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186 Groundwater Availability of the Central Valley Aquifer, California Table C10. Parameter values estimated for the Central Valley Hydrologic Model.—Continued Parameter name Parameter description Value Units Estimated using automated methods Composite scaled sensitivity Parameter group Soil Properties 9.08 feet yes 3.51 silty-clay properties 7.10 feet yes 1.12 properties 9.32 feet yes 3.81 sandy-loam properties Irrigation efficiency 0.971 multiplier yes 2.4710 1964 1 properties 0.991 multiplier yes 1.5310 1977 10 properties 1.030 multiplier no 6.7510 1 properties 1.040 multiplier no 2.46 properties 1.050 multiplier no 2.42 properties 1.060 multiplier no 1.86 properties 1.065 multiplier no 3.06 properties 1.070 multiplier no 6.66 properties 1.074 multiplier yes 1.3210 2003 1 properties 60.30 yes 4.51 properties 80.00 yes 1.21 properties Hydraulic Conductivity 672.93 feet/day yes 4.091011 0.24 feet/day yes 1.26101 4921.50 feet/day yes 2.71 0.08 feet/day yes 4.42 1.57 feet/day yes 4.17107 0.17 feet/day yes 1.33 multipliers the dissected uplands 0.68 feet/day yes 1.40101 1.57 feet/day yes 1.26 bedrock multipliers
Table C10. Parameter values estimated for the Central Valley Hydrologic Model.—Continued Parameter name Parameter description Value Units Model Calibration and Sensitivity 187 Estimated using automated methods Composite scaled sensitivity Parameter group 0.17 feet/day yes 2.64 multipliers 0.68 feet/day yes 1.93 the dissected uplands multipliers Multiplier on hydraulic properties of Corcoran Clay 0.010 multiplier yes 1.35 multipliers 0.002 multiplier yes 7.45 multipliers Horizontal Conductivity Depth Decay 1.000 multiplier no 2.35 multipliers 1.000 multiplier no 1.8310 11 multipliers 0.181 multiplier yes 2.0810 14) 10 multipliers 0.914 multiplier yes 1.46 multipliers 0.614 multiplier yes 3.8410 11 multipliers 0.100 multiplier no 9.59 multipliers 0.370 multiplier no 4.1910 1 multipliers 0.240 multiplier no 1.0010 11 multipliers 0.075 multiplier no 8.59 multipliers 0.240 multiplier no 4.1710 1 multipliers 0.180 multiplier no 4.1710 10 multipliers - 0.060 multiplier no 4.36 multipliers 0.150 multiplier no 1.52 multipliers 0.040 multiplier no 1.84 multipliers 0.040 multiplier no 3.14 multipliers 0.080 multiplier no 1.0010 11 multipliers 0.020 multiplier no 1.73 multipliers 0.020 multiplier no 1.4210 11 multipliers
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GROUNDWATER RESOURCES PROGRAM Groun
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Groundwater Availability of the Cen
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Foreword An adequate supply of grou
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Contents Chapter A Introduction, Ov
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Chapter C Numerical Model of the Hy
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Figures Chapter A Figure A1. Map of
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Figure B12. Map of altitude of the
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Figure C28. Pie chart and histogram
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Conversion Factors Inch/Pound to SI
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Chapter A. Introduction, Overview o
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- - precipitation. -
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40° 39° 38° 37° 36° 35° Klama
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Texture Model DATA Centralized Geos
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Hydrology Water Well Information Aq
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Table A1. Water-balance subregions
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B Red Bluff 0 50 100 Miles 0 50 100
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Delta and Eastside Streams ).
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for about 30 percent of the annual
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0 50 100 Miles 0 50 100 Kilometers
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A Coast Ranges Clayey lenses Fault
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- the distribution of these pro
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C DEPTH TO MIDPOINT OF INCREMENT, I
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). The southern part, referred , in
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3-D Model of Percentage of Coarse-G
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A Layer 1 EXPLANATION Central Valle
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C Layer Corcoran Clay EXPLANATION C
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E Layer 9 EXPLANATION Central Valle
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Geomorphic province— Basin Delta
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San Joaquin Valley ),
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- Water supplied from aquifers
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C Figure A16. Continued. 3.54% 5.45
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CUMULATIVE DEPARTURE OF PRECIPITATI
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CUMULATIVE DEPARTURE OF STREAMFLOW
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700 500 600 400 200 160 0 50 100 Mi
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B 0 50 100 Miles 0 50 100 Kilometer
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Water Budget per year (
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References Cited 55 -
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References Cited 57 - - 2009, at
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60 Groundwater Availability of the
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