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Last modified
1/26/2010 2:20:54 PM
Creation date
10/12/2006 1:24:23 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
2/1/1994
Author
Gronning Engineering
Title
Ft Lyon Canal Company Water Transfer Alternatives Study Final Report
Water Supply Pro - Doc Type
Report/Study
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<br />........ <br />00 <br /> <br />..:I <br />I <br />t.J <br />..:I <br /> <br /> Table 7.5 Return Flow Obligation of 5.814 Participating Shares r,,,,; <br /> Mar Apr May Jun Jut Aug Sop Oct Nov Nov Dec Jan Feb Mar Total <br /> >15 <=15 >15 <=15 <br />Diversions" (AF) 0 804 1,751 2,744 3,451 2,729 1.653 656 0 0 0 0 0 0 13.789 <br />Depletions Plus Canal Losses 0 587 1,279 2,004 2,521 1,993 1,20S 479 0 0 0 0 0 0 10.072 <br />(AF) <br />Surface Runoff (AF) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 <br />Deep Percolation (AF) 0 217 472 740 931 736 446 177 0 0 0 0 0 0 3.718 <br />Total Return Flows (AF) 0 217 472 740 931 736 446 177 0 0 0 0 0 0 3,718 <br />Return Flow to River 1st 0 1 10 39 92 162 231 277 146 146 283 260 235 102 1,985 <br />Year (AF) <br />Return Flow to River 2nd 109 189 169 151 135 120 108 96 43 43 77 69 61 26 1,395 <br />Year (AF) <br />Return Flow to River 3rd 28 49 44 39 35 31 28 25 11 11 20 18 0 0 338 <br />Year (AF) <br />Return Flow Required @ 0 1 10 40 93 165 234 280 148 148 286 263 238 103 2.011 <br />HG Year 1 (AF) <br />Return Flow Required @ 110 191 171 153 136 122 109 97 43 43 78 69 62 27 1,413 <br />HG, Year 2 (AF) <br />Return Flow Required @ 29 49 44 40 35 32 28 25 11 11 20 18 0 0 342 <br />HG, Year 3 (AF) <br /> <br />Notes: <br /> <br />'Percentage of monthly demand from 'Arkansas River Basin Study, Water Budget Supporting Data, Reach 3, Volume 112', Table 111.13 (Boyle Engineering Company 1990). <br />1. First year return flows are the amount of water that will flow to the river during the first year. <br />2. Second year return flows are the amount of return flows that will flow to the river during the second year, comprised of water that was applied during the first year <br />(the tail of the first year's application's return flows). . <br />3. Arkansas River transit losses are calculated by the Livingston Method (U.S. Geological Survey 1978). <br />
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