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Yampa River Overview
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Yampa River Overview
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Last modified
7/7/2010 1:18:10 PM
Creation date
7/2/2010 1:13:46 PM
Metadata
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Template:
Water Supply Protection
Description
Yampa River Management Plan
State
CO
UT
WY
Basin
Yampa/White/Green
Water Division
6
Date
1/1/3000
Title
Yampa River Overview
Water Supply Pro - Doc Type
Report/Study
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3). Pool Inflection Point Identification (Plan to move pool Tables to Appendix. <br />A. Echo Park to Cross Mountain <br />Five pool cross sections were surveyed in strata 1 and 12 in strata 2. There were <br />no pool cross section found in strata 3 or 4. A total of 110 inflection points were <br />identified, one each for the seven different variables for all 17 pool cross sections. <br />Wetted and Percent Wetted Perimeter and Stream Width <br />The mean inflection point for wetted perimeter was 166 cfs Table 9a (range: 162- <br />168 for strata 1 -2, Tables 9b -c). The mean wetted perimeter was 116 ft (range: 101 -151 <br />for strata 1 -2). The mean inflection point for percent wetted perimeter was 137 cfs <br />(range: 88 -153 for strata 1 -2). The mean wetted perimeter was 49.1% (range: 47.4 -54.2 <br />for strata 1 -2). The mean inflection point for wetted width was 119 cfs (range: 118 -122 <br />for strata 1 -2). The mean wetted width was 109 ft (range: 93 -148 for strata 1 -2). <br />Depth, Stage, Width/Depth Ratio and Velocity <br />The mean inflection point for depth was 98 cfs Table 9a (range: 86 -103 for strata <br />1 -2, Tables 9b -e). The mean depth was 1.9 ft (range: 1.6 -2.9 for strata 1 -2). The mean <br />inflection point for stage was 96 cfs (range: 95 -98 for strata 1 -2). The mean stage was 1.4 <br />ft (range: 0.8 -1.7 for strata 1 -2). The mean inflection point for width/depth ratio was 157 <br />cfs (range: 156 -165 for strata 1 -2). The mean width/depth ratio was 64 (range: 60 -65 for <br />strata 1 -2). The mean inflection point for velocity was 92 cfs (range: 90 -103 for strata 1- <br />2). The mean velocity was 0.7 ft/s (range: 0.4 -0.8 for strata 1 -2). <br />Table 9a. The mean, standard deviation and coefficient of variation of inflection <br />points for runs in strata 1 -4 combined. <br />Variable vs. Flow <br />Units <br />N <br />NI* <br />Mean <br />Std <br />C.V. <br />Wetted Perimeter <br />Cfs <br />17 <br />0 <br />165.9 <br />57.6 <br />0.35 <br />Ft <br />17 <br />0 <br />115.5 <br />41.7 <br />0.36 <br />% Wetted Perimeter <br />Cfs <br />16 <br />1 <br />136.9 <br />62.2 <br />0.45 <br />% <br />16 <br />1 <br />49.1% <br />12.6% <br />25.7% <br />Wetted Width <br />Cfs <br />17 <br />0 <br />119.4 <br />53.4 <br />0.45 <br />Ft <br />17 <br />0 <br />109.1 <br />39.7 <br />0.36 <br />Average Depth <br />Cfs <br />17 <br />0 <br />98.2 <br />47.1 <br />0.48 <br />Ft <br />17 <br />0 <br />1.9 <br />1.0 <br />0.50 <br />Change in Stage <br />Cfs <br />17 <br />0 <br />95.6 <br />57.0 <br />0.60 <br />Ft <br />17 <br />0 <br />1.4 <br />0.8 <br />0.57 <br />Width/Depth Ratio <br />Cfs <br />13 <br />4 <br />157.3 <br />64.8 <br />0.41 <br />13 <br />4 <br />64.1 <br />32.8 <br />0.51 <br />Average Velocity <br />Cfs <br />13 <br />4 <br />91.9 <br />37.9 <br />0.41 <br />ft/s <br />13 <br />4 <br />0.7 <br />0.3 <br />0.35 <br />04:3 <br />
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