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WSP05654
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Last modified
1/26/2010 2:19:19 PM
Creation date
10/12/2006 1:10:31 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8541
Description
San Luis Valley Project
State
CO
Basin
Rio Grande
Water Division
3
Date
1/1/1939
Title
Period of Study
Water Supply Pro - Doc Type
Report/Study
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<br /> Al'lENDlX E <br />( h <br />\ Table E-S. Diversion Demands near Del Norte in 1.000 Aere-fee't <br /> Areas lVith Areas lVith Gross Divertible Net <br /> Month Partial sUDlll'{ 1',,11 SU?D~Y demare, return flow demam <br /> J'anuary 0 0 O' 0 0 <br /> Fe bruary 0 0 0 0 0 <br /> March 0 0 0 0 0 <br /> April 58.8. 3.S. 62.6 4.0 58.6 <br /> Ifs.y 62.4 18.6 81.0 6.5 74.5 <br /> June 128.4 22.4 150.8, 12.0 138.8 <br /> July 132.8 19.3 152.1 13.0 139.1 <br /> August 97.6 12.7 110.3 lO.5 99.8 <br /> September 31.2 6.3 37.5 3,0 34.5 <br /> October lO.S 2.9 13.7 1.0 12.7 <br /> November 0 0 0 0 0 <br /> Deoember 0 0 ood 0 0 <br /> Total 522,0 86.0 50.0 558.0 <br /> <br />( <br /> <br />f <br />, '-.. <br /> <br />~ <br />l. <br /> <br />;~.__..." <br /> <br />The adopted schedule will permit continuation of sub-1rrigation <br />in the western part of the Rio Grande Division service area, I7here this <br />practice is mandatory to prevent leaching of the fertUity from the soils, <br />Surface iITigation will C9ntinue in the areas where heavier soils predomi- <br />nate am leaching is not a problem. The schedule would also permit opti-. <br />mum use of tbe available water sup~ UIJder terms of the Rio Grande Compact, <br />and furnish, except for limited periods, a full surface water supply to the ' <br />Rio GrameDivision service area lands. <br /> <br />. .-io." <br />." <br /> <br />. . <br /> <br />Inflol7 -Alamosa to Lobatos <br /> <br />Historical inflows betl7een Alamosa am Lobatos, exclusive of the <br />Conejos River flows, were oomputed from reoorded data, AllY differenoe <br />from historical diversions of the Empire am Monte Vista oanals would <br />challie this innow because return flows from lams served by these canals <br />reach the river between Alamosa am Lobatos. A oorrection was made when <br />the diversions differed from historioal, The eorreo'!;ion is 30 percent of <br />the algebraic difference between historical diversions am diversions that <br />1I'Ould be supplied with Wagon Wheel Gap Reservoir in operation,. It was: <br />applied with a 3o-day lag, This water is not usable for irrigation but is <br />ani can be used to meet scheduled 9?Jllpact deliveries. <br /> <br />. . <br /> <br />Wa!!on Wheel GaD Res6'!'Vo~r Lesses.. .. .' :'. ., .. . ..' <br />.." , .. .:' :...........:!': . .., .'. .~:.,.. :. . .' . <br />The 'evaporation rate from Wagon liheel Gap ReserVciir, as shoWn . <br />on Figure E-7, used in this study vIas determined as follows: Average <br />distribution was obtaimd by using the Weather Bureau evaporimeter data.. <br />This distribution was applied to knoun pan evaporation rates at Garnett '. <br />am at Wagon iheelGap Experimental Station. . Evaporation ra-hes were esti~.. <br />mated for the winter months when no evaporation records uere available. <br />The llVBrage known am estilllated pan evaporation rates ware.. comrertedto <br />gross reservou- evaporation rates (faotor 0.69)_ .and the gross evaporation <br /> <br />~ <br /> <br />. <br />'<' <br /> <br />. .. .. <br /> <br />E-34. <br /> <br />r. - # ,,"'- '" .,-...., <br />~,~ ..,..~~v <br />
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