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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 />1--- <br />! <br />, <br /> <br />~ <br />( . <br />\- <br /> <br />( <br /> <br />.' ~~ <br /> <br />-, <br /> <br />. (. <br /> <br />'---...' <br /> <br />~ . <br />~-~- <br />~j, <br /> <br />APPENDIX E <br /> <br />Table E-ll. Schedule of Releasesf'rom CabAl10 Reservo4' <br /> <br />Month <br />January <br />Fe bruary <br />March <br />April <br />May <br />Jum <br />July <br />August <br />September <br />October <br />November <br />December <br />Tota;L <br /> <br />~lease (acre-feet) <br />o <br />10 ,000 <br />81,000 <br />ll7,000 <br />100,000 <br />120,000 <br />12S,ooO <br />126,000 <br />73,000 <br />16,000 <br />12,000 <br />?~OOO <br />790.000 <br /> <br />WalZon Wheel GaD Reservoir Reteases <br /> <br />Irr:I.lZation. Releases of water were made from Wagon Wheel Gap <br />Reservoir when necessary to meet the demam on the flow of the Rio Grande <br />near Del Norte illustrated in Table E-S. These demams were met insofar <br />as possible by the usable inO.ow betl7l~en the reservoir am Del Horte. The <br />residual irrigation demam, which could not be supplied from the usable <br />inflow, was met by the release of water from the reservoir. Quite otten <br />in May and Jum, irrigation releases are hot required due to the large <br />intervening infiows., <br /> <br />During the irrigation season, the residual flow at Alamosa was <br />maintained at 17 cubic feet per SDCOm, or more, for stock water in the <br />section of the river below Alamosa. During the winter months, this flow <br />was maintained at 4D cubic feet per secom, or more. <br /> <br />Flood co~:J,. Advance re eervoir evacuations were made in order <br />to provide adequate space to control flows. The control points ror flood. <br />flows are Del Norte, Alamosa, am otowi. Damages begin at these points <br />when the flows exceed 4,500 cubio feet. Fer secOM at Del Norte, 2,000 cubic <br />feet per see om at Alamosa, am 5,000 cubic feet per secom at otowi. T~ <br />flow was never ey.ceeded at Del Horte in the oFeration studies. The flow <br />at Alamosa was el~ceeded slightly on a few occasions but in actual practice <br />this could be. corrected b;)' temporarily increasing diversions in the reach <br />.OJ: river betwee-n.Del Horte alrl Alamosa. 'f1owsat Otowi . were contr.oiled: .", <br />inSofar:as POSBibl~. . Too a~gre~ .:to'!Thi~1i ~ontro1at. Dt'o{;.i.'.i.s' aftected i.s', ' <br />governed' by the availability of flow at Wagon 'i7hee1 Gap to' be controlled <br />and the occurrence of tributary inflow betl1een Wagon Wheel Gap am otowi. <br />The rate of evacuation of the storage space for control of floods is <br />also governed by the maximum permissiblef'lows at the points discussed <br />above. . <br /> <br />" <br /> <br />AI\Y water stored te;aporar1ly in the flood control space <br />reserved for unpredictable f"...oOOs was evacuated as soon as possible. <br /> <br />{ ., . "'.. " <br />, I.., <br />,._' '~, ....... u ~ f.J <br /> <br />, <br /> <br />E-4D <br />
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