WSP03352

• 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

5571

( Table IA-IO Casllr Pints Nor1b Arapahoe Aquifer Wcll-to-Wclllntcrfcrcncc
Soulb Metro Waler Supply Project
Wcll-to-Wclllnlcrfurncc Calculation for the Regional Model
IIRS Water Consultants, Inc.
Coslle Pines North Arapahoe Aquifer
Yur 2000
Input
Q (fi^3/d.y) I ] 5,508 Q (gpm) 760.0
T (ft^2rd.y 1,429.3 T (gpdln) 10,691
S 299E-04 S.I. S.nd (r.e1) 299
5, I.E-06
r radiu~ (fed) 5,280
Approl Mal: Q (gpm) 600
No. orWell" 1
Q/4piT~ 6431104
u 't"." 146 Number orWell!
1
DrawdowD wIt = 5,280 lcet '(years) I(d.y') u c.l.. (n) IDlenertm:e (ft)
90 1.6210-02 22.9 0.0
Year 2010
Input
Q (ft^3/day) ]01,070 Q(gpm) 604.0
( T (ft^2fday 1.4293 T (gpdln) ]0,691
S 2.99E-04 5.1. Sand (r..,) 299
S, I.E-06
r radius (led) 5,280
Appro. M.. Q (gpm) 525
No. of Well!: 1
Q/4piT~ 5.627216
u' t =' 1.46 NumbuoCWells
I
DrawdowD wIt = 5,280 feet l(y.....) I(d.y') u c.r.. (n) Interf'eRDce (Il)
90 1.62E-02 20.0 0.0
Year 2020
IDput
Q (ft^3/day) 48,128 Q (gpm) 1304.0
T (ft^2fday ] ,429.3 T (gpdln) 10,691
S 2.99E-04 S.,. S.ud (r...) 299
S. I.E-06
r ndim (feltt) 5,280
Appro. M.. Q (gpm) 250
No. orWell. 5
Q/4piT~ 2.679627
u' t == 1.46 Number olWelb
4
Onwdowa wIt = 5,280 fed l(y.....) I(d.y') 0 calc, (n) InterfereDce (Il)
90 I 62E-02 9.5 38.2
,
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