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<br />5606 <br /> <br />Table IA-24 F.CCV SWF Arapahoe Aquifn Wtll~to-Wtlllntcrfcn:nn <br />Suuth Metro Water Supply Project <br />Wcll-to-Wrlllntcrfrrcncr Calculation (or the Regional Model <br /> <br />HRS Water CODsullants, Inc. <br /> <br />ECCV WWD SWF Arapahoe Aquifer <br /> <br />Year 2010 <br /> <br />Q{fi"3/day) <br />T (ft'2/day <br />S <br /> <br />Input <br />67.380 Q (gpm) <br />1,429.3 T (gpdlll) <br />299E-04 Sat. Sand (feel) <br />S, <br />r radius (feel) <br />Appro!: Mn Q (gpm) <br />No. of Wells <br /> <br />3734.J <br />10,691 <br />299 <br />I.E-06 <br />5,280 <br />350 <br />II <br /> <br />Q/4piT~ 3.751477 <br />u. t= 146 <br /> <br />DrawdoWD w/r = 5,280 fed .(y.an) .(day') u nle!ll (ft) <br /> 90 1.62E-02 134 <br /> Input <br />Q (ft'3/day) 67,380 Q (gpm) 3734.J <br />T {ft^2fday 1,4293 T (gpdlll) 10,691 <br />S 299E-04 SOl. Saad (r.eI) 299 <br /> S, I.E-06 <br /> r radius (fed) 7,467 <br /> Approx Mal. Q (gpm) 350 <br /> No. orWell! II <br /> Q/4piT~ 3.751477 <br /> u. t= 2.92 <br />DrawdowD "/r = 7,467 feet ,(y.an) '(day') u ..I., (II) <br /> 90 3 24E-02 10.8 <br /> <br />V.an 2020- 2030 <br /> <br />Q (ft'3/day) <br />T (ft^2/'day <br />S <br /> <br />Input <br />38,503 Q (gpm) <br />] ,429.3 T (gpd/Il) <br />2.99E-04 SoL Saad (r...) <br />S, <br />r ndiWl (feet) <br />Appro. Mas Q (gpm) <br />No. orWell! <br /> <br />3699.2 <br />10,691 <br />299 <br />1.E-06 <br />5,280 <br />200 <br />18 <br /> <br />( <br /> <br />Number oCWells <br />6 <br />IDlencnDce (ft) <br />802 <br /> <br />( <br /> <br />Number orWell! <br />5 <br />Interference (ft) <br />54 I <br />Total Interference (ft) <br />134.3 <br /> <br /> Q/4pIT~ 2.143701 <br /> u. t= 1.46 Number orWell, <br /> 9 <br />DrawdoWD w/r = 5,280 feet t(yean) '(day') u ..I., (II) laterfcrcau (ft) <br /> 90 I 62E-02 7.6 68.7 <br /> <br />i <br />, <br />