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

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218 Groundwater Availability of the Central Valley Aquifer, California Ground Surface Groundwater Level Bottom of Root Zone Wilting | | 4 | | 3 2 1 Depth below Surface = 1 = 0 Anoxia & High Pressure ln (| |), for < 0 Soil Water Pressure Head , for 0 | | = | |(d) Stress Response = h - z Depth below Surface User specified stress response function, Simplified stress response function in FMP Pressure head distribution in unsaturated root zone: | | = | |(d) solved by analytical solution Hydrostatic pressure heads in saturated root zone: = h - z = head minus elevation Unsaturated Zone within Root Zone Saturated Zone within Root Zone Saturated Zone below Root Zone Zero uptake Full uptake 0 Stress Response 1 Wilting Zone with zero uptake (WZ) Active Unsaturated Root Zone with full uptake (AURZ) Active Saturated Root Zone with full uptake (ASRZ1) Active Saturated Root Zone with reduced uptake (ASRZ2) Inactive Saturated Zone below Root Zone with zero uptake Inactive Saturated Zone with zero uptake due to High Pressure (> 1) and Anoxia Figure 1-1. Evaluation of active and inactive parts of a variably saturated root zone in FMP (Concept of stress response, , as a function of pressure heads, , varying over depth, d).
2 displayed in is found. 2 (full 2 1 and the pressure head at the bottom of 2 1 is not found 1 but by the pressure 1 the uptake from saturated conditions is formulated as Tgw−act−sat ( h)= Tc−pot i( ASRZ1( h) + ASRZ 2( h) i ( h)) / TRZ (3) ( )= ( ( ) + ( )+ ASRZ 2( h) i ( h)) / TRZ T h T i AURZ h ASRZ1 h gw−act c− pot and 1 2 1 2 depend on the simulated ASRZ 2( h) i ( h) - k k gw−act ( )= c− pot ( ( )+ ( )+ k T h T i AURZ h ASRZ1 h ( ) ( )) k k−1 ASRZ 2 h i h / TRZ can be split into non-head-dependent and head-dependent terms. , is separated into terms either dependent or not dependent on the head of the current iteration. While (4) (5) The Farm Process (FMP1) 219 made here. possible transpiration. transpiration components. These components are fed either by - , - possible transpiration may be supplemented by precipitation , - stress response, 1 2 1 2 ) may response, 2 is found 2 1 2
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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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