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Last modified
1/26/2010 12:26:10 PM
Creation date
10/11/2006 9:46:43 PM
Metadata
Fields
Template:
Water Supply Protection
File Number
8449.926
Description
South Metro Water Supply Study
State
CO
Basin
South Platte
Date
2/1/2004
Author
SMWSS Board
Title
Technical Appendices - Appendix 4 - alt 2 - Maximum Individual Well Pumping Rate Tablesl
Water Supply Pro - Doc Type
Publication
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<br />5022 <br /> <br />50 2 ~~ <br /> <br />Tllbll: 2-22 Cot1onwood-Parker Arapahoe Aquifer Wcll-lo-WclllntrrfucncC' <br />Saulb Mttro Water Supply ProjtCt <br />\\'ell-lo-Wflllntrrfr~DcC' Calculation for the Regional Model <br /> <br />HRS Water Consultants, Inc. <br /> <br />Parker Anpahor Aquifn <br />Y tar 2000 <br /> <br />Q (ft^3/day) <br />T (fi^2fday <br />S <br /> <br />Input <br />118,396 Q (gpm) <br />],1124 T(gpdlft) <br />243E-{}4 Sat. Sand (fut) <br />S, <br />r radius (fed) <br />Approl.. mil'! Q (gpm) <br />No.orWclls <br /> <br />8000.0 <br />8,321 <br />243 <br />I.E-06 <br />18,735 <br />615 <br />13 <br /> <br />Q/4p,T~ <br />u'*t= <br /> <br />8.469392 <br />19.17 <br /> <br />Number or Wells <br />13 <br />Interfennce (ft) <br />2666 <br /> <br />I(d.yo) <br />365 <br /> <br />u <br />5 25E-02 <br /> <br />c:alcs(ft) <br />20.5 <br /> <br />Peak Month Interference - For Parker mn day = peak month starting in 2010 (from Hydrosphere). <br />Year 20]0 <br /> <br />Q (ft^3/day) <br />T (ft^2fday <br />S <br /> <br />Year 2020 <br /> <br />Q(ft^3/day) <br />T (ft^2fday <br />S <br /> <br />Y.a.. 2030 - 2040 <br /> <br />Inpul <br />104,920 Q (gpm) 2176.0 <br />1,112.4 T (gpd/II) 8,321 <br />243E-04 Sat. Sa.d (C.ot) 243 <br />So I.E-06 <br />l' ndim (feet) lS,7JS <br />Approx. mu. Q (gpDl) 545 <br />No. or Wells 4 <br /> Q/4p;T~ 7.505396 <br /> u. t= 19.17 Numbrr of We Us <br /> 4 <br /> l(d.yo) u ..1.0(11) Interference (ft) <br /> 365 5.25E-02 182 72.7 <br />Input <br />23,102 Q (gpm) 4301.0 <br />1.112.4 T (gpd/II) 8,321 <br />243E-04 SaL Sa.d (C.ot) 243 <br />S, 1.E-06 <br />r ndius (feet) 18,735 <br />Appro.. mu Q (gp..) 120 <br />No.olWelb J6 <br /> Q/4pjT~ 1.652564 <br /> u -I = 19.17 Number orWelb <br /> 36 <br /> l(d.y.) u ..1<8(11) Interference (ft) <br /> 365 5.25E-02 4.0 144.0 <br />laput <br />
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