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WSP08097
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Last modified
1/26/2010 2:30:09 PM
Creation date
10/12/2006 2:46:06 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8507
Description
Rio Grande Project
State
CO
Basin
Rio Grande
Date
2/1/1961
Title
Final Report Hydralic Model Studies
Water Supply Pro - Doc Type
Report/Study
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<br />Fig. A.5 <br /> <br />/'////u//,~,/j" I " 11// { I~i;:r' ~d: ~;~fRU~~~~~'06tE <br />Q 3:: ~ TO SAND BARS IN <br />- > I Sand f.., __ _It __ L _ ...frStrlJcture UPSTREAM CHANNEL <br /> <br />,~n;..)II,'/i7777'7?7-:i-::'77"~ld//7~~ 40% Constriction <br />Definition Sketch Sand bars below <br />Note: Upstream distances X are water surface <br />expressed in prototype dimensions <br /> <br />.. <br />it 0.35 <br /> <br />c <br /> <br />, ! <br />I I -'-'--i- <br />_,_--'"'i--.. ,...,t,. <br />..--- -. ::::-':-c <br /> <br />LATERAL <br />WATER SURFACE <br />PROFILES <br />q = 0.5 cfS/ft. (Mode~ <br />LX= 80ft <br />b x= 140ft <br />o x=200tt <br />x x=260ft <br /> <br />- 0.30 <br />a i/ <br />...~ - --..-- , -.- <br />- --'-- , <br />Cl 0.25 I <br />CI> <br />-0 <br />~ 0.200 <br /> <br /> <br />2345678 <br />W - Model Distance From Right Bank in Ft. <br /> <br />..: I <br />~ 0.35r <br />g 0.30~ <br />: O. 25~ <br />-0 I <br />o 1 <br />::e 0.200 <br /> <br />~----<)-----. <br />.o--v .;. - <br />~. <br /> <br />-0- <br /> <br />STAGE <br />At w= 2 <br />q =0.5 cf$"ft (Model) <br /> <br />, .A--_......._ _J-...... .1 <br />I 2 :3 4 5 6 7 <br />X - Disfance From Structure ( Prototype) <br /> Hundreds of Ft. <br /> <br />. ~ ~ <br />8 9 10 <br /> <br />in <br /> <br />"",f'". I ,", <br />v.. t." "- ..I <br /> <br />-A- :~- <br />
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