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Last modified
1/26/2010 3:18:29 PM
Creation date
10/12/2006 5:06:13 AM
Metadata
Fields
Template:
Water Supply Protection
File Number
8220.101.17
Description
Glen Canyon Dam/Lake Powell
State
AZ
Basin
Colorado Mainstem
Date
4/1/1995
Title
Measured and Predicted Velocity and Longitudinal Dispersion at Steady and Unsteady Flow / Colorado River / Glen Canyon Dam to Lake Mead
Water Supply Pro - Doc Type
Report/Study
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<br /> r ^ <br /> 'l,o.... <br /> '....,.. <br /> ,'.:Z I <br /> ,.. <br /> Measured and Predicted Velocity and Longitudinal Dispersion at Steady and Unsteady Flow, : ,.:''t~~ <br /> Colorado River, Glen Canyon Dam to Lake Mead ',. ~ I <br /> 0 <br />::I:z 150 .~. <br />z<O <br />00:0 <br />-Clw <br />fooO'" 125 + <br /><I;...Jo: <br />g:~w 100 <br />za:Q, <br />ww'" -t <br />OQ,o: <br />z"'w 75 <br />O::::!tu 0 + + <br />0<1;::1: ~ ~ + ~ <br />"'0:0 50 ~ ~ ~ <br />"Cl- <br />WOCD + <br />Q,0::J 25 + + <br />~(,)() + + + + <br />--'" <br />z::I:w <br />:Jz::l: 0 <br />-;::: 40 <br />z + <br />0 ~ <br />~ 30 + + . <br />0: .. , <br />:J", + + ~ . + <br />00: <br />O:J 20 ! , + + + <br />:JO :......~::., <br />OJ: + '.-~;~<.~ <br />...Jz t?j~~; , <br />0_ ! <br />w 10 <br />t- :::..;>. <br />=> <br />...J <br />0 <br />'" <br /> 0 <br /> 2.0 <br /> 0 <br /> z + <br />'" -0 1.5 + + + + <br /><l;Zo .... <br />wOw + <br />a..i=cn ~ 0 0 <br />u.<I;o: ... e f <br />Oo:w 1.0 0 + ~ <br />>-t-Q, ~ <br />t-z", ... + <br />-wo: + + <br />Oow + <br />OZt- + + + <br />-'Ow 0.5 <br />~o::!: <br /> ~ ~ :: <br /> 0 <br /> 0 100 200 300 400 <br /> DISTANCE DOWNSTREAM FROM INJECTION. IN KILOMETERS <br /> "~' - <br /> ..... '..~ <br /> EXPLANATION ~~~:~~~~~ <br /> STEADY RELEASE . LOW-FLUCTUATING FLOW <br /> ".1':' .:- .c~ <br /> + 226 cubic meters per second ALTERNATIVE (see fig. 10) <br /> + 425 cubic meters per second 0 HIGH.FLUCTUATING FLOW <br /> + 850 cubic meters per second ALTERNATIVE (see fig. 10) <br /> <br />Figure 11. Relation of Unit-Peak Solute Concentration (top), Solute-Cloud Duration (middle), and Velocity <br />of Peak Solute Concentration (bottom) Estimated by a Solute-Transport Model to Distance <br />Downstream for Three Steady and Two Unsteady Dam Releases, Grand Canyon Reach. <br /> <br />that eddies can explain the observed increase in dis- <br />persion, because eddies are not as important a feature <br />in the Glen Canyon reach as they are in the Grand <br />Canyon reach because of differences in channel geom- <br />etry and in sand supply in the two reaches. <br /> <br />The major conclusion s of this study are as follows: <br /> <br />. The relation of peak concentration, dye-cloud <br />variance, and dye-cloud duration to traveltime of the <br />dye-cloud peak shows that longitudinal dispersion in <br /> <br />279 <br /> <br />WATER RESOURCES BULLETIN <br />
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