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Last modified
1/25/2010 7:10:50 PM
Creation date
10/5/2006 2:44:30 AM
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Template:
Floodplain Documents
County
Statewide
Community
State of Colorado
Basin
Statewide
Title
Hydraulic Design of Energy Dissipators for Culverts and Channels
Date
12/1/1975
Prepared By
Hydraulics Branch, Federal Highway Adminstration
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />1.00 <br /> <br />.--- <br />- - 6.0 <br /> <br />0.95 <br /> <br />0/02.5 = 5.5 __'" ,. <br />, - ~ <br /> <br />/ /1 <br />,i it <br />.-,"~ I" lJ <br /> <br />~.-' ,// . <br /> <br />/~ <br />,,' /11 <br />...4~ _~~~~~ <br />3.5 Vt' / '/ <br />3.0 n <br />....V/I <br />2.5 <br />~VI <br />~ <br />;.;..~V <br /> <br />/ <br />" <br /> <br />I <br />J <br />~' <br /> <br /> 0.90 <br /> 0.85 <br /> -...-- <br /> 0.80 <br /> 0.75 -- - <br /> 0.70 <br /> . <br /> 0.65 -....- <br /> 0.60 <br /> 0.55 <br />Yo 0.50 <br />D <br /> 0.45 <br /> <br />5.0 <br /> <br />-- <br /> <br />4.5 <br /> <br />_..~'" <br /> <br />~ <br /> <br />2.0 <br /> <br />0.40 <br /> <br />1.0~/j <br />". <br /> <br />{ <br />() a <br /> <br />-~= <br />Yo / r - <br /> <br />0.35 <br /> <br />/ <br />0.5 A <br />-""/ <br /> <br />. <br />J CID 2.5 = 0 <br /> <br />/ <br />I <br />0.0: / <br /> <br />o 0.1 0.2 0.3 0.4 0.5 0.6 <br /> <br />. <br /> <br />0.30 <br /> <br />0.25 <br /> <br />0.20 <br /> <br />0.15 <br /> <br />Yo = brink depth <br />D = dia. of culven <br />TW = tail water depth. <br /> <br />0.10 <br /> <br />0.7 <br /> <br />0.8 <br /> <br />0.9 <br /> <br />1.0 <br /> <br />TW/D <br /> <br />Figure 111-10 Dimensionless Rating Curve for the Outlets <br />of Circular Culverts on Horizontal and <br />Mild Slopes' from Reference 111-2 <br /> <br />III-IS <br />
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