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<br />5189 <br /> <br />Table 3A~15 Centennial Arapahoe Aq1Jirer Well-lo-WelllnterfereDce <br />South Metro Watn Supply Project <br />Well-to-Welllnterfennce Calculation for tbe Regional Model <br /> <br />HRS Waler Consullaols,lnc. <br /> <br />Centennial Arapahoe Aquifer <br /> <br />Peak Month loterfercoce - For Ceoleonial mas. day = peak month (from lIydro5pben). <br />Year 2000 <br /> <br />Q (ft^3/day) <br />T (ft^2fday <br />S <br /> <br />lop.! <br />]OY,733 Q (gpm) <br />1.4293 T (gpdln) <br />2 99E-04 Sal, Sa.d (r.,,) <br />S. <br />r radius (feet) <br />Appro. Moo Q (gpm) <br />No. or Wells <br /> <br />3409.0 <br />10,691 <br />299 <br />I,E-06 <br />5,280 <br />570 <br />6 <br /> <br />Q/4piT= <br />u.I= <br /> <br />6.109549028 <br />1.46 <br /> <br />DnwdoWD w/r = 5,280 feet !(y.ars) !(day.) u cales (ft) <br /> 365 3.99E-03 30.2 <br /> Input <br />Q (ft^3Iday) 109,733 Q (gpm) 3409,0 <br />T (ft^2fd.y 1,429.3 T (gpdlft) 10,691 <br />S 2.99E-04 Sat. Sa.d (r.,,) 299 <br /> S. I.E-06 <br /> r ndius (feet) 7,467 <br /> Appro); Ma:I. Q (gpm) 570 <br /> No. of Wells 6 <br /> Q14piT= 6.109549028 <br /> u. t= 2.92 <br />DrawdowD w/r = 7,467 feet !Cy....) !(day.) . ..I" (n) <br /> 365 7.99E-03 26.0 <br /> <br />Year 2010 <br /> <br />Q (ft^3/d.y) <br />T (ft^2!day <br />S <br /> <br />Input <br />81.BIB Q (gpm) <br />1.429.3T (gpdlft) <br />2.99E-Q4 Sat. Sa.d (r.d) <br />S. <br />r ndiu, (feet) <br />Appro. M.. Q (gpm) <br />No.ofWelb <br /> <br />3409.0 <br />10,691 <br />299 <br />1.E-06 <br />5,280 <br />425 <br />8 <br /> <br />Q14piT= <br />u. t= <br /> <br />4.555365503 <br />1.46 <br /> <br />DnwdoWD w/r = 5,180 feet <br /> <br />l(y....) <br /> <br />t(day.) <br />365 <br /> <br />.aI..(ft) <br />22.5 <br /> <br />u <br />3.99E-03 <br /> <br />') <br /> <br />Number ofWelb <br />4 <br />Interference (ft) <br />]21.0 <br /> <br />.) <br /> <br />Number or Wells <br />2 <br />Interference (ft) <br />52.1 <br />Tot.llnterference (II) <br />173.0 <br /> <br />NumbcrorWells <br />4 <br />InterfeRDce (ft) <br />90.2 <br /> <br />.J <br />