My WebLink
|
Help
|
About
|
Sign Out
Home
Browse
Search
WSP08345
CWCB
>
Water Supply Protection
>
Backfile
>
8001-9000
>
WSP08345
Metadata
Thumbnails
Annotations
Entry Properties
Last modified
1/26/2010 2:47:49 PM
Creation date
10/12/2006 2:54:58 AM
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 1B - Maximum Individual Well Pumping Rate Tablesl
Water Supply Pro - Doc Type
Publication
There are no annotations on this page.
Document management portal powered by Laserfiche WebLink 9 © 1998-2015
Laserfiche.
All rights reserved.
/
175
PDF
Print
Pages to print
Enter page numbers and/or page ranges separated by commas. For example, 1,3,5-12.
After downloading, print the document using a PDF reader (e.g. Adobe Reader).
Show annotations
View images
View plain text
<br /> 5759 <br /> Tablr 18-15 Centennial Arapahoe Aquifer Wcll-to--Wrlllnterfercncc <br />( South Mclro Water Supply Projcct <br />Wcll-to-Wrllldlrrlrrencr Calculation for tbe Regional Model <br /> HRS Waler Consultanls, IDC. <br /> Centcooia. Arapahoe Aquifer <br /> Peak Month Inlerfcrclu'c - For Cenlennial ma:l day = peak month (from Hydrosphcl't). <br /> \' car 2000 <br /> lapPI <br /> Q (ft^3Iday) 109,733 Q (gpm) 3409,0 <br /> T (ft.^2tday 1,429,) T (gpdln) 10,691 <br /> S 299E,04 SaL Saod (roe.) 299 <br /> Ss I,E,06 <br /> r radius (fed) 5,280 <br /> Appro:! Mal: Q (gpm) 570 <br /> No. orWell! 6 <br /> Q/4piT~ 6,\ 09549028 <br /> u.l= 1.46 Number orWell1l <br /> 4 <br /> DrawdowD w/r = 5,280 feet I(y.ars) '(days) u calc: !I (ft) Interfennce (ft) <br /> 365 3,99E,0) 302 121.0 <br /> Input <br /> Q (ft^3/day) 109.73) Q (gpm) 3409,0 <br /> T (ft^2fday \.429,) T (gpdln) 10,691 <br />( S 2,99E,04 S.L Saod (r.et) 299 <br /> Ss I.E,06 <br />, r radius (rut) 7,467 <br /> Appro. M.. Q (gpm) 570 <br /> No.ofWeU5 6 <br /> Q/4pIT~ 6 109549028 <br /> u.t= 292 Number ofWclb <br /> 2 <br /> Drawdowa w/r = 7,467 feet l(y.ars) l(days) u .01.. (II) Interfereace (ft) <br /> )65 7,99E,03 26,0 52 \ <br /> Totalloterlereace (ft) <br /> \730 <br /> Yur 2010 <br /> Input <br /> Q (ft^3/day) 50.053 Q (gpm) 3409,0 <br /> T (ft^2fday 1,429,) T (gpdlll) 10,691 <br /> S 2,99E,04 SaL Sa.d (r..I) 299 <br /> Ss 1,E-06 <br /> . ndlua (rul) 5,28G <br /> Appro. M.. Q (gpm) 260 <br /> No.ofWelb 13 <br /> Q/4piT~ 2,786811837 <br /> u. t= 1.46 Number of Weill <br /> 7 <br /> Drawdown 'W/r:= 5,280 fed !(y.ars) I(days) . ..1. .(11) Interference (ft) <br />( 365 3,99E,03 13,8 96,6 <br />
The URL can be used to link to this page
Your browser does not support the video tag.