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Last modified
1/26/2010 2:53:23 PM
Creation date
10/12/2006 3:36:50 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8149.100
Description
Miscellaneous Small Projects and Project Studies - NRCS-Ft Lyon Canal Co Limestone Graveyard Creeks
State
CO
Basin
Arkansas
Water Division
2
Date
6/2/1993
Author
Gronning Engineering
Title
Ft Lyon Canal Company Water Transfer Alternatives Study Appendix of Phase 1 Report
Water Supply Pro - Doc Type
Report/Study
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<br />I <br />I. <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />Ie <br />I <br />I <br />I <br />I <br />I <br />I <br />I <br />I- <br />I <br /> <br />2776 <br />Table A3.5 - Breakout of Average Water Consumption and Return Flow Fort Lyon Direct Flow System <br />(Helton and Williamsen, PC 1993) <br /> <br />Item <br /> <br />Consumed <br /> <br />Returned <br />To River <br /> <br />DELIVERY TO THE FARMS <br /> <br />11,862 <br /> <br />Total farm loss (26.323%) <br /> <br />3,123 <br /> <br /> <br />CROP CONSUMPTIVE USE AND SOIL EVAP <br /> <br />8,740 <br /> <br />o <br /> <br />8,740 <br /> <br />TOTAL (acre-feet): <br />(percent) : <br /> <br />24,768 <br />78.33 <br /> <br />6,854 <br />21.67 <br /> <br />All values are averages for the period of compact years 1950-85 as reflected in the <br />Colorado Water Budget and supporting documentation. <br />2) The return flow from recharge to the various aquifers was calculated on an aquifer- <br />wide basis, using the percentages that the stream accretion from valley fill-stream <br />flux, valley fill-drain flux, and channel outflow were of the total aquifer discharge <br />from the valley fill-stream flux, valley fill.drain flux, channel outflow, and <br />subirrigation. This approach recognizes historical levels of well pumping and <br />phreatophyte consumption in the aquifers, but does not focus on the specific parts <br />of the aquifers that were affected by the Fort Lyon. <br />3) The releases from the Fort Lyon storage reservoirs were adjusted by reducing the <br />actual releases for an average drawdown of 187 acre-feet per year during the <br />analysis period. <br /> <br />Notes: 1 ) <br /> <br />..zk~ <br />/~, '", JY _ <br />/)Jr- ~\ ~1j(~1 [n <br /> <br />~"" "" r2(,:"~ S. <br />P. Lt"- (u.~ 4- <br />( 1'4'-, '--'-Co,.> l'-" ~ botL "B,,'t\if'. \ <br />"'--' ~ ~",-<Q....... ~ ~ \2....,A ~ ~ ) <br /> <br />VF~ v~~~()..\~ <br />SA "z-" S lJ.4~A;~~fl A-~ ~"2- <br /> <br />We ~tt ~\-~~ kk ~ ~ <br />+eK-~ +c. ~ ~ c..ll. "1 ~ ~~ <br />~, <br /> <br />Helton & Williamsen, P.C. - Consulting .Engineers in Water Resources <br /> <br />A'"J'try , <br />
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