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Table 3.1 Parameter values Used in Model Parameter Paso Robles Ratio Value Units Surficial Deposits Horizontal hydraulic conductivity (K x ) 1.5 7.4 ft/d Vertical hydraulic conductivity (K y ) 1.5 0.23 ft/d Specific storage (S s ) 1.0 0.00001 1/ft Specific yield (S y ) 1.0 0.10 ft 0 Salinas Valley Clay Horizontal hydraulic conductivity (K x ) 0.051 0.25 ft/d Vertical hydraulic conductivity (K y ) 0.051 0.0078 ft/d Specific storage (S s ) 10.0 0.00010 1/ft Specific yield (S y ) 1.0 0.10 ft 0 Paso Robles Formation Horizontal hydraulic conductivity (K x ) 1.0 4.9 ft/d Vertical hydraulic conductivity (K y ) 1.0 0.15 ft/d Specific storage (S s ) 1.0 0.00001 1/ft Specific yield (S y ) 1.0 0.10 ft 0 Purisima Formation Horizontal hydraulic conductivity (K x ) 0.24 1.2 ft/d Vertical hydraulic conductivity (K y ) 0.24 0.038 ft/d Specific storage (S s ) 1.0 0.00001 1/ft Specific yield (S y ) 1.0 0.10 ft 0 Santa Margarita Formation Horizontal hydraulic conductivity (K x ) 1.5 7.4 ft/d Vertical hydraulic conductivity (K y ) 1.5 0.23 ft/d Specific storage (S s ) 1.0 0.000001 1/ft Specific yield (S y ) 1.0 0.10 ft 0 Ord Terrace Fault Horizontal hydraulic conductivity (K x ) -- 0.29 ft/d Vertical hydraulic conductivity (K y ) -- 0.009 ft/d All Units Horizontal longitudinal dispersivity (α Lh ) -- 600 ft Vertical longitudinal dispersivity (α Lv ) -- 200 ft Horizontal transverse dispersivity (α Th ) -- 200 ft Vertical transverse dispersivity (α Tv ) -- 100 ft Porosity (φ ) 0.15 ft 0 Boundaries Monterey Bay leakance (C ch ) -- 10,000 ft 2 /d Salinas Valley leakance (C ch ) -- 10,000 ft 2 /d
Table 3.2 Groundwater Budget for 2002 (acre-feet per year) Component Rate In<strong>flow</strong>s Monterey Bay 1,600 Recharge 11,900 Total 13,500 Out<strong>flow</strong>s Salinas Valley boundary 9,000 Pumping 6,300 Total 15,300 Storage Change -1,800
Page 1 and 2: GROUNDWATER FLOW AND TRANSPORT MODE
Page 3 and 4: Seaside Model Report October 26, 20
Page 39 and 40: Tables
Page 41 and 42: Table 2.2 Monitoring Wells Location
Page 43 and 44: Table 2.3 Merasured Groundwater Alt
Page 45 and 46: Table 2.4a California American Wate
Page 47 and 48: Table 2.4c Annual Pumping from Priv
Page 49: Table 2.6 ET Corresponding to 1993
Page 53 and 54: Table 4.2 Groundwater Budget for 20
Page 55 and 56: ® Monterey Bay Marina Seaside Mode
Page 57 and 58: ® Monterey Bay Reliz Fault Ord Ter
Page 59 and 60: NW Monterey Bay Coastline SE El Tor
Page 61 and 62: -700 ® Monterey Bay -600 -500 -120
Page 63 and 64: ® -300 Monterey Bay -75 -200 -100
Page 65 and 66: ® Monterey Bay Model Boundary DWR
Page 67 and 68: ® -20 -10 Marina Monterey Bay 10 0
Page 69 and 70: ® Marina Monterey Bay Seaside Seaw
Page 71 and 72: ® Monterey Bay Marina X X X X X Se
Page 73 and 74: ® Monterey Bay Model Boundary NDVI
Page 79 and 80: ® Castroville Salinas North Monter
Page 81 and 82: ® Figure 3.2 Finite-element Mesh
Page 83 and 84: NE SW Seaside Fault Relize Fault Or
Page 85 and 86: Δh Δh z t-1 Case of Small h z >z
Page 87 and 88: Well C A C B B A L Δz e Le be Elem
Page 89 and 90: 0 -5 Specified Head (ft) et) -10 -1
Page 91 and 92: ® Monterey Bay Figure 3.10b Initia
Page 93 and 94: ® Monterey Bay Figure 3.11b Initia
Page 95 and 96: 2.0 1.5 Weighted Computed Head (ft)
Page 97 and 98: ® Monterey Bay Figure 3.13b Comput
Page 99 and 100: ® Monterey Bay Figure 3.14b Comput
Page 101 and 102:
® Monterey Bay Figure 4.1b Compute
Page 103 and 104:
® Monterey Monterey Bay Bay Monter
Page 105 and 106:
Page 107:
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