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Last modified
1/26/2010 12:49:57 PM
Creation date
10/11/2006 11:40:27 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 1A - Maximum Individual Well Pumping Rate Tablesl
Water Supply Pro - Doc Type
Publication
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<br />5601 <br /> <br />( <br /> <br />Table IA-22 Coftonwood.Parker Arapahoe Aquifer Well-to-Welllnterfcrencc <br />Soutb Metro Wain Supply Projccl <br />Well-lo-WrlllnlcrlutDcc Calculation for the Regional Model <br /> <br />HRS Water Consultants, Inc. <br /> <br />Parker Arapahoe Aquifer <br />Yur 2000 <br /> <br />Q (l\^Jlda,1 <br />T (ft"2rda, <br />S <br /> <br />Input <br />] IS,SOR Q(gpm) <br />1,1 ]2.4 T(Cpdln) <br />243E-Q4 Sa._ Sand (r.d) <br />S, <br />r radius (fcct) <br />ApproJ:. mn. Q (gpm) <br />No. orWell, <br /> <br />'(day') <br />90 <br /> <br />6400_0 <br />8,321 <br />243 <br />I.E-06 <br />18,735 <br />600 <br />11 <br /> <br />QI4pIT~ <br />u. 1= <br /> <br />u <br />2.IJE-O] <br /> <br />8.26282\ <br />1917 <br /> <br />..Ic,(n) <br />97 <br /> <br />Number orWell, <br />II <br />Interference (ft) <br />106 S <br /> <br />Pcak Month Interference - For Parker mal day = peak month starting in 2010 (from Hydrosphere). <br />Year 2010 <br /> <br />( <br />\, <br /> <br />Q (ft^3/day) <br />T (l\^2rday <br />S <br /> <br />Year 2020 <br /> <br />Q (l\^3/d.y) <br />T (l\^2tday <br />S <br /> <br />Y.an 2030 - 2040 <br /> <br />Input <br />105,882 Q (gpm) <br />].112.4 T(gpdlR) <br />2.43E-04 Sa'. Sand (r.et) <br />S, <br />r radius (fcd) <br />Appro.!. 0111 Q (gpm) <br />No. of We Us <br /> <br />t(day,) <br />90 <br /> <br />Input <br />48,128 Q(gpm) <br />],112.4 T(gpdlR) <br />2.43E-04 SaL Sand (fect) <br />S. <br />r radiu! (fect) <br />Appro'!:. ma:s: Q (gpm) <br />No.ofWclb <br /> <br />I(day') <br />90 <br /> <br />Input <br /> <br />2176,0 <br />8,321 <br />243 <br />I.E.06 <br />18,735 <br />550 <br />4 <br /> <br />Q/4piT=- <br />u*t= <br /> <br />. <br />1.13E-OI <br /> <br />4301.0 <br />8,321 <br />24J <br />I.E-06 <br />18,7J5 <br />250 <br />17 <br /> <br />Q/4piT= <br />u" t = <br /> <br />u <br />2.I3E-01 <br /> <br />7.574253 <br />19.]7 <br /> <br />calc 5(ft) <br />8.9 <br /> <br />3.442842 <br />19.17 <br /> <br /><l1e.(R) <br />4.0 <br /> <br />Number orWell5 <br />4 <br />Interference (ft) <br />JS 5 <br /> <br />Number orWelb <br />17 <br />Interference (Il) <br />68.6 <br />
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