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WSP08670
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Last modified
1/26/2010 2:49:11 PM
Creation date
10/12/2006 3:09:38 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8270.100
Description
Colorado River Basin Water Quality/Salinity -- Misc Water Quality
Basin
Colorado Mainstem
Water Division
5
Date
1/7/1974
Title
Status Report - Grand Valley Unit - Colorado River Water Quality Improvement Program
Water Supply Pro - Doc Type
Report/Study
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<br />.,., <br />~ <br />w <br />Q <br /> <br />. <br /> <br />4 <br /> <br />.;. <br /> <br />~ <br /> <br />Gnd concrete quantitie~ for various canal flows and slop~s. As the exist- <br /> <br />ing cGnal erons sections ~re much lQ~gcr than require~. for a typical USC~ <br /> <br />concrete canal, very little excavation will be require~ and ecmr~ctcd bQck- <br /> <br />fill will be r.ocded in all canals. A,ty?ical section of the propoacd <br /> <br />I . <br />concrete lining of the c~n418 is sh~, in the sketch on page <br /> <br />. <br /> <br />It is proposed to rep18c~ nearly all structures along the canals. . These <br /> <br />structures will be constructeJ to preoent USBR standards. All canal <br /> <br />turnouts will be replcced, and Parshall flume meaouring devices would be <br />provided for all lateral and f9~ turnouts. <br /> <br />All laterals will be constructed using stondard USBR concrete lined sections <br /> <br />ai,d stand::lrd atructure:i. Curves were also developed for estir.:l ting <br /> <br />lateral earthcork and concrete quantities for the various sized lsterals. <br /> <br />A typical section of the. proposed lateral lining would be similar to that <br /> <br />shown on page <br /> <br />for the canals construction. <br /> <br />Coots at the feasibility level hava not been canpleted at this tioe for <br /> <br />all oystcms in the valley. Howcver, with the studies cOT.lpleted to d:tte., <br /> <br />the estimated cost of tbe SYStClUS improvements, based on a July 1973 <br /> <br />price level, is as foll~G: <br /> <br />\ <br />':~~L':\~.3.{.:}:iY:~\;~:;..i'/{,';/i<, :-:/~~:':'\;.;'-.:",- ..:, <br />d .'. .~. . ....::.,. <br /> <br /> <br />'~~K':~-~: <br />~ ., 'J' . <br />;',. '-.. <br />r~:l-- '_ ~ <br /> <br />:".-,. .~. <br /> <br />,. <br /> <br />'f :,". <br /> <br />f~i0j <br /> <br />. '..:.' <br />"I <br />. '.:\~. I <br /> <br />i.:~..:~/::; ! <br /> <br />........ <br />.....,:-:...:): <br />.':..,...,:.:. <br />t.:"F:' <br />t.......... <br />( ..... <br />~:;:~<:;~ <br />(~~:. ~:~: <br />(0<,\ <br /> <br />>: ....:~ <br /> <br />'.,.". <br />'~" "::...;" <br />.:;....:.~.: i. <br />..... - ;,'~ <br /> <br />:".:,.;.:.: <br /> <br />,~~~! <br /> <br />'t.":..::. <br />,"-".",~. " <br />'::. -:'~~:.:~ <br />:;.....-.... <br /> <br />(~'<i <br />~:. :::"~ <br /> <br /><~.:)r~ <br /> <br />. ., <br />'/::,: <br />.';:;,':': <br />~." '.~." <br />.... -." <br />~:~:?)]";; <br /> <br />.;.... <br />r>/<;~I <br /> <br />{..:.}< <br />y.;,.;" . <br /> <br />~-;'..\;~.:: <br /><:'::;"';':::.:. <br /> <br />~~~~i <br /> <br />-~"~'.' ", <br />>'~...:'~7: :" <br />.~. ....;. <br />...., <br />~;:).:.;.';~',~': <br /> <br />"'";" . <br /> <br />:::~ ':'.'{'". <br /> <br />...:.....;.. <br />.. <br /> <br />;. <br /> <br />.....:. <br /> <br />" <br /> <br />
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