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

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Chapter B. Groundwater Availability in California’s Central Valley By Claudia C. Faunt, Kenneth Belitz, and Randall T. Hanson Introduction - , this report). The - Development and the Hydrologic System in. in places ( - - help rectify the imbalance. Surface-Water and Groundwater Development History - -
Page 1 and 2:
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
Page 25 and 26: Texture Model DATA Centralized Geos
Page 27 and 28: Hydrology Water Well Information Aq
Page 29 and 30: Table A1. Water-balance subregions
Page 31 and 32: B Red Bluff 0 50 100 Miles 0 50 100
Page 33 and 34: Delta and Eastside Streams ).
Page 35 and 36: for about 30 percent of the annual
Page 37 and 38: 0 50 100 Miles 0 50 100 Kilometers
Page 39 and 40: A Coast Ranges Clayey lenses Fault
Page 41 and 42: - the distribution of these pro
Page 43 and 44: C DEPTH TO MIDPOINT OF INCREMENT, I
Page 45 and 46: ). The southern part, referred , in
Page 47 and 48: 3-D Model of Percentage of Coarse-G
Page 49 and 50: A Layer 1 EXPLANATION Central Valle
Page 51 and 52: C Layer Corcoran Clay EXPLANATION C
Page 53 and 54: E Layer 9 EXPLANATION Central Valle
Page 55 and 56: Geomorphic province— Basin Delta
Page 57 and 58: San Joaquin Valley ),
Page 59 and 60: - Water supplied from aquifers
Page 61 and 62: C Figure A16. Continued. 3.54% 5.45
Page 63 and 64: CUMULATIVE DEPARTURE OF PRECIPITATI
Page 65 and 66: CUMULATIVE DEPARTURE OF STREAMFLOW
Page 67 and 68: 700 500 600 400 200 160 0 50 100 Mi
Page 69 and 70: B 0 50 100 Miles 0 50 100 Kilometer
Page 71 and 72: Water Budget per year (
Page 73 and 74: References Cited 55 -
Page 75: References Cited 57 - - 2009, at
Page 79 and 80: Agricultural Land Use - -
Page 81 and 82: Groundwater Pumpage (9.3) Agricultu
Page 83 and 84: Simulated groundwater budget INPUT
Page 85 and 86: and - mechanisms. - - - -
Page 87 and 88: B 01_01645 03b06329 02_05172 04_078
Page 89 and 90: NET MONTHLY CHANGE IN GROUNDWATER B
Page 91 and 92: A MILLIONS OF ACRE-FEET PER YEAR 30
Page 93 and 94: ANNUAL CHANGE IN GROUNDWATER AVAILA
Page 95 and 96: CUMULATIVE CHANGE IN GROUNDWATER ST
Page 97 and 98: Spatial Variation in the Hydrologic
Page 99 and 100: B MILLIONS OF ACRE-FEET Delta and E
Page 101 and 102: D MILLIONS OF ACRE-FEET 1.0 0.5 0.0
Page 103 and 104: - - (- - - ). T
Page 105 and 106: B Figure B12. Continued. 600 400 32
Page 107 and 108: D Figure B12. Continued. 500 400 32
Page 109 and 110: F Figure B12. Continued. 400 440 36
Page 111 and 112: WATER-LEVEL ALTITUDE, IN FEET ABOVE
Page 113 and 114: WATER-LEVEL ALTITUDE, IN FEET ABOVE
Page 115 and 116: - and ( - - -
Page 117 and 118: A 11N/1E-24Q8 0 50 100Miles 0 50 10
Page 119 and 120: compaction and land subsidence in s
Page 121 and 122: - in the 21 st - - and d
Page 123 and 124: STREAMFLOW LEAKAGE, IN MILLIONS OF
Page 125 and 126: - - - - - - consid
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When long-term pumping lowers groun
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- 1. 2. personnel to enter
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oron, nitrate, and pesticides are o
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Summary 115 - - about 8.7
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- - - http:// - 4
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References Cited 119 7
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Chapter C. Numerical Model of the H
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- mated parameter estimation. The p
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B 0 50 100 Miles 0 50 100 Kilometer
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0 Suisun Bay 50 100 Miles 0 50 100
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0 50 100 Miles 0 50 100 Kilometers
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REPORTED URBAN GROUNDWATER PUMPAGE,
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nrd wells p nrd srdin wells egwin t
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Soils ). The - Land Use
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CUMULATIVE DEPARTURE OF PRECIPITATI
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Virtual Crop Maps (“1960” land
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18 17 16 20 14 13 1 2 0 50 100 Mile
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land-use map, - - -
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14 16 13 17 12 18 11 1 2 0 50 100 M
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CROP COEFFICIENT BY LAND-USE TYPE,
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1.40 1.20 1.00 0.80 0.60 0.40 CROP
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Table C6. Average area-weighted com
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Water- balance subregion Model Deve
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p - - - p p. mean. K
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Table C8. Measured and simulated hy
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- and others, 1991). -
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- transient effects caused by i
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Water-Level Altitudes, Water-Level
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SIMULATED HYDRAULIC HEAD, IN FEET A
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- Water-Table and Potentiometri
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B Potentiometric-surface difference
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A Stony Creek Cache Creek Putah Cre
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- - - - (- Bound
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A 11N/1E-24Q8 1 1 1 1 12S/12E-16H2,
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B (Cont.) SIMULATED SUBSIDENCE, IN
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- - ), they likely - -
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Water-Delivery Observations
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CROP COEFFICIENT, UNITLESS 1.20 1.0
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Table C10. Parameter values estimat
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Page 207 and 208:
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Sensitivity Analysis - limited t
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23% FLOW RANGE, IN MILLIONS OF ACRE
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A ESTIMATED WATER USAGE, IN MILLION
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WATER FLOW, IN MILLIONS OF ACRE-FEE
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Table C11. Simulated farm budget fo
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Table C12. Simulated groundwater bu
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Model Uncertainty and Limitations
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( the quality and spatial distr
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- - -
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References Cited 209 - 52
Page 229 and 230:
References Cited 211 -
Page 231 and 232:
Appendix 1. Supplemental Informatio
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Data for each Simulation Item No. I
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Root Uptake Under Variably Saturate
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2 displayed in is found. 2 (
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Input Instructions - after t
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Semi-Routed Surface-Water Runoff-Re
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- IEBPFL=2 Time step Flo
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Printed on recycled paper Groundwat
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Central Valley Aquifer, Chapters A and B - MAE Class Websites

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