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Last modified
7/14/2009 5:02:29 PM
Creation date
5/22/2009 12:30:53 PM
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UCREFRP
UCREFRP Catalog Number
7104
Author
Green, B. and M. Butler.
Title
Analysis of Channel Maintenance and Flushing Flows in the Colorado River at the Palisade Habitat Site (Appendix B).
USFW Year
1987.
USFW - Doc Type
\
Copyright Material
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<br />TABLE 1 <br /> <br />PALISADES IFIN SITE <br />Beta Move.ent Para.eter for d50 . 72 .. <br /> <br />,.. 'ft 1.6S'd <br />d50 72 0.2362205 0.3697636 <br /> <br />---------------------------------------- -------------------------------------------------- <br /> cross section 1 cross section 1 <br /> hydraulic energy beta conveyance top hydraulic energy <br />discharge radius slope d50 discharge area width radius slope <br />--.--.---------------------------------- -------------------------------------------------- <br />1500 1.33 0.00B66 0.0302 1500 483.0 364.0 1.33 0.008860 <br />2000 1. 64 0.00633 0.0266 2000 603.0 368.0 1. 64 0.006330 <br />2500 1. 91 0.00489 0.0240 2500 711.0 372 .0 1. 91 0.004890 <br />3000 2.n 0.00425 0.0233 3000 800.0 375.0 2.13 0.004250 <br />3500 2.34 0.00369 0.0221 3500 883.0 378.0 2.34 0.003690 <br />4000 2.53 0.00340 0.0221 4000 959.0 379.0 2.53 0.003400 <br />4500 2.70 0.00315 0.0218 4500 1027.0 381.0 2.70 0.003150 <br />5000 2.24 0.00291 0.0212 5000 1092.0 384.0 2.84 0.002910 <br />5500 2.99 0.00277 0.0212 5500 1154.0 386.0 2.99 0.002770 <br />6000 3.11 0.00266 0.0212 6000 1208.0 389.0 3.11 0.002660 <br />6500 3.23 0.00253 0.0210 6500 1263.0 391.0 3.23 0.002530 <br />7000 3.33 0.00247 0.0211 7000 1318.0 396.0 3.33 0.002470 <br />8000 3.49 0.00232 0.0208 8000 1414.0 405.0 3. 49 0.002320 <br />9000 3.69 0.00213 0.0201 9000 1508.0 409.0 3.69 0.002130 <br />10000 3.87 0.00204 0.0202 10000 1594.0 412.0 3.87 0.002040 <br />11000 4.04 0.00202 0.0209 11000 1677.0 415.0 4.04 0.002020 <br />12000 4.19 0.00192 0.0206 12000 1752..0 418.0 4.19 0.001920 <br />13000 4.35 0.00188 0.0210 13000 1827.0 420.0 4.35 0.001880 <br />14000 4.49 0.00186 0.0214 14000 1895.0 422.0 4.49 0.Oil1860 <br />17000 4.89 0.00176 0.0221 17000 2086.0 427.0 4.89 0.001760 <br />1.9000 5.13 0.00167 0.0220 19000 2201.0 429.0 5.13 0.001670 <br />20000 5.25 0.00162 0.0218 20000 2257.0 430.0 5.25 0.001620 <br />---------------------------------------- -------------------------------------------~------ <br />
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