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( Tabl.z-.4Z AcWw A Arapaboe Aquir.r Malimum ludividual Pumpiug Rat. Aualysb Soatb M.tro Water Sapply Project HRS Water Coasultauts, lac. Preliminary aad Subject to Cbang. Thl.m Equation Q = ZOpioKobo(bo-bw)/[ln(roIrw)) ( Param.ter Values Av.rag. Saturated Sand Thidmoss = Approldmate Namber or Sand Lay.... = Averq. lay.r saad tbidmoss = A v.rage Transmissivity = Average Top or Arapaboe aquir.r = Average Bas. or Arapaboe aquir.r = Average Total Aquir.r Tbickaess = Averag. Hydraulic Conductivity = Average layer tbickness (sand and sbal.) = Initial bead at tbe boundary (Ho) = Distance to tb. boundary bead (ro) = Dlstauc. to tbe w.1I b.ad (rw) = Average lab area well pumping rat. = Emci.uey Factor = 23\.0 reet 15 Estimated from borehole geophysical logs. 15.4 reel Average saturated sand thicknessINwnber oflayers. 1,258 ft^21day 4,692 reel 4,179 reel 514 feet Top - Base 5 ft/day Hydraulic conductivity as total thickness/saturated sand thickness 34 feet Average total aquifer thickness/Approximate number of sand layers. 4,989 feet Initial and subsequent head values lTom regional model. 5,280 feet From regional model geometry. Regional model cell size = 5280 sq. ft. ro = 0.5 . 5,280 ft. I feet Approximate radius to edge of a well's gravel pack. 600 gpm From well production data. 0.7 Bottom lay.r Top lay.r R.gional H.ad (Ho) Maximum Total Mas Lay.r I 2 3 4 5 6 7 8 9 10 II 12 13 14 15 witb Int.rf.renc. Adjustm.nt Pumping Discbarge Lay.r Top EI.vation (rt) 4,212.7 4,247.0 4,28 \.2 4,315.4 4,349.7 4,383.9 4,418.1 4,452.4 4,486.6 4,520.8 4,555.1 4,589.3 4,623.5 4,657.8 4,692.0 (reet) Rat. (gpm) Accum. tbickaes. (ft) 34.2 68.5 102.7 136.9 171.2 205.4 239.6 273.9 308.1 342.3 376.6 410.8 445.0 479.3 513.5 (gpm) Accam. sand (ft) 15.4 30.8 46.2 6\.6 77 92.4 107.8 123.2 138.6 154 169.4 184.8 200.2 215,6 231 4,355 83,0 83.0 Lay.r flow rat. (gpm) 45.6 34.6 23.7 12.8 \.8 0.0 0,0 0.0 0.0 0.0 0,0 0.0 0.0 0,0 0.0 4,466 238.1 238.1 80.8 69.8 58.9 48.0 37.1 26.1 15.2 4.3 0.0 0.0 0.0 0.0 0.0 0.0 0.0 4,436 189.0 189.0 7 \.4 60.4 49.5 38.6 27.6 16.7 5.8 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 4,396 13 \.0 13\.0 58.5 47.6 36.7 25.7 14.8 3.9 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 4,363 91.3 91.3 47.9 37.0 26.1 15.2 4.2 0.0 0,0 0.0 0.0 0.0 0.0 0.0 0.0 0,0 0.0 4,346 73.6 73.6 42.7 3 \.8 20.8 9.9 0.0 0.0 0.0 0.0 0.0 0,0 0.0 0.0 0.0 0,0 0.0 Regional R.gional H.ad rrom Hydrosph.r. 3a VJ Int.rr.rence Interference Av.raged 5 and 6 c.o Year r..t reet (r..t) 0 2000 441 98 4,895 If') 2010 92 123 4,681 2020 97 60 4,594 2030 100 60 4,555 2040 106 58 4,527 2050 85 69 4,501