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Last modified
7/14/2009 5:02:30 PM
Creation date
5/20/2009 10:43:33 AM
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UCREFRP
UCREFRP Catalog Number
7387
Author
U.S. Bureau of Reclamation.
Title
Glen Canyon Environmental Studies Executive Summaries of Technical Reports.
USFW Year
1988.
USFW - Doc Type
\
Copyright Material
NO
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<br />Figure 3 (below) illustrates cross sections through <br />five parts of House Rock Rapid. Note the dramatic <br />change in cross-sectional area of the flow in the <br />different parts of the rapid, reflecting differences of <br />more than one order of magnitude in average flow <br />velocity, u (shown on each cross section) within the <br />rapid. The Froude number (Fr, also shown on each cross <br />section) is a characteristic dimensionless number that <br />indicates the relative importance of kinetic and <br />potential energy. The Froude number is very small <br />(approximately 0.05) in the backwater, indicating that <br />nearly all of the energy of the water is stored in <br />potential energy (i. e., depth). The Froude Number <br />increases to unity in the convergent reach and reaches <br />a value of nearly 2 in the most tightly constricted <br />part of the rapid where the flow is shallowest. In <br />this section, the flow is supercritical, and the <br />kinetic energy of the water is more important in <br />determining the flow dynamics than is the potential <br />energy. Standing waves are stable in supercri tical <br />flow, and these waves are the major hydraulic features <br />of the rapids. The flow decelerates to Froude Number <br />unity in the diverging section of the rapid near the <br />downstream eddy. <br /> <br />I <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br /> <br />I <br />I <br /> <br />I <br />I <br /> <br />93~ <br /> <br />'Oil <br />(D) In bockwol,,: <br /> <br />...1 <br /> <br />1l3~ <br /> <br />'DSt <br />(d) In con.hic lion' <br /> <br />.est <br /> <br />I <br />I <br /> <br /> <br />92~ <br /> <br />o 0.4 m/l, Fr 006 <br /> <br />91 ~ ii 6.0 ",/I Fr 1.8 <br /> <br /> <br />O\Ie. _____ <br />,I.. 909 <br />90~ <br />y <br /> <br />y' <br /> <br />90~ <br />Y <br /> <br />y' <br /> <br />I <br /> <br />93~ <br /> <br />...1 93~ . oulll'OSI <br />(,) In III.erQent reoch' <br /> <br />norlhwesl <br /> <br />91~ <br /> <br /> <br />.ddy , <br /> <br />90~ <br />w <br /> <br />905 <br />W' Z <br /> <br /> <br />l' <br /> <br />I <br />I <br /> <br />93~ <br /> <br />north.osl <br />Ic) In c_"e.nl Itoch' <br /> <br />soulhw..I <br /> <br />KEY, <br /> <br />905 <br />X <br /> <br />x' <br /> <br />estimated Chonn,l boundo'y <br />-'- inl.rr.d conlocl <br />_ sh.o' zone (.ddy t.nc.l <br />~ d.brls ton <br />$. ro ck toll <br />m wot.,. ~OOO cis <br /> <br />I <br />I <br />I <br /> <br />91 <br /> <br /> <br />24 <br /> <br />I <br /> <br />I <br />
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