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Last modified
7/14/2009 5:02:32 PM
Creation date
5/20/2009 11:01:52 AM
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UCREFRP
UCREFRP Catalog Number
8065
Author
Vaill, J. E.
Title
Computation of Selected Hydraulic Variables for the Lower Yampa River in Northwestern Colorado.
USFW Year
1997.
USFW - Doc Type
Denver, Colorado.
Copyright Material
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<br />stationing, area, and velocity for 20 equal-conveyance <br />stream tubes in the most critical cross section of each <br />reach. Computed stream-tube depths are included in <br />the WSPRO output as additional information. The <br />depth of flow in each stream tube was determined <br />by dividing the stream-tube area by the computed <br /> <br />stream-tube width. The computed minimum stream- <br />tube depth and maximum stream-tube velocity for <br />each critical cross section in the Patrick Sweeney <br />diversion structure, the Maybell Canal diversion <br />structure, and the two subreaches of Cross Mountain <br />Canyon are listed in table 1 for the single worst case <br /> <br />Table 1. Minimum stream-tube depths and maximum stream-tube velocities for the critical cross sections in the Patrick <br />Sweeney diversion structure, the Maybell Canal diversion structure, and Cross Mountain Canyon <br /> <br />[ft3/s, cubic feet per second; ft, feet; ftIs, feet per second, The velocity associated with the minimum depth and the depth associated with the maximum <br />velocity are listed in parentheses, The two outside stream tubes are excluded] <br /> <br /> Minimum depth Maximum velocity <br />Streamflow (ft) (fils) <br />(tt3/s) and velocity and depth <br /> (fils) (ft) <br /> Critical section for the Patrick Sweeney diversion structure <br />50 0.70 (3.51) 4.58 (1.00) <br />100 0,87 (3.82) 5.31 (1.29) <br />150 1.00 (3.80) 5,80 (1.62) <br />200 1.04 (4.08) 6.32 (1.60) <br />250 1.21 (4.27) 6.89 (1.80) <br />300 1.31 (4.43) 7.16 (2.10) <br />350 1.37 (4,69) 7.59 (2,09) <br />400 1.45 (4.77) 7,82 (2.36) <br /> Critical section for the MaybeU Canal diversion structure <br />50 0.50 (4.55) 4.67 (0.56) <br />100 0.80 (5.98) 6.01 (0.89) <br />150 1.10 (6,66) 6.76 (1.22) <br />200 1.27 (6.96) 7,40 (1.40) <br />250 1.42 (7.40) 7,91 (1.45) <br />300 1.46 (7.70) 8.31 (1.80) <br />350 1.69 (8.04) 8.78 (1.82) <br />400 1.67 (7.97) 9,09 (1.83) <br /> Critical upstream section in Cross Mountain Canyon <br />50 0.71 (5.11) 6.20 (1.33) <br />100 0.87 (3,80) 6.54 (1.60) <br />150 1.05 (3,65) 6.45 (2.00) <br />200 1.27 (3.60) 6.08 (2.29) <br />250 1.31 (3.67) 5.05 (2.78) <br />300 1.48 (3.79) 5.18 (2.90) <br />350 1.62 (3,75) 5.12 (3.09) <br />400 2,00 (4,21) 4.95 (3.08) <br /> Critical downstream section in Cross Mountain Canyon <br />50 0.50 (2.78) 5,01 (1.25) <br />100 0.86 (4.07) 5.67 (1.80) <br />150 1.23 (4,71) 6.21 (2.00) <br />200 1.58 (5.24) 6.60 (2.50) <br />250 1.69 (5.57) 7,03 (2,25) <br />300 1.86 (5.81) 7.56 (2.50) <br />350 1.94 (5.66) 7.96 (3.14) <br />400 2,12 (5,94) 8.16 (3.12) <br /> <br />8 Computation of Selected Hydraulic Variables for the Lower Vampa River in Northwestern Colorado <br />
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