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Last modified
1/25/2010 7:15:25 PM
Creation date
10/5/2006 3:49:58 AM
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Floodplain Documents
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Title
Determination of Roughness Coefficients for Streams in Colorado
Date
1/1/1985
Prepared For
CWCB
Prepared By
CWCB
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />o <br />z <br />o <br />u <br />w <br />'" <br />'" <br />W <br />Q. <br />'" <br />o <br />z <br />=> <br />o <br />Q. e- <br />" 0 <br />00 <br />o w <br />w w <br />'" <br />~ <( <br />. => <br />0;0 <br />3 (J) 0.5 <br />Vi '" <br />~ ~ <br />!e <br />'" <br />~ <br />o <br />Q. <br />'" <br /><( <br />w <br />'" <br />e- <br />'" <br /> <br />4 <br /> <br />From example 3: / I . r ../ <br /> Upper-regime ./ <br />~ :or 62RSw V:::: 3.72 foot-pounds per second <br />per square foot and dsG= 0.6 millimeters //. . <br />Flow is classified as upper regime <br /> / <br /> Transition flow <br /> ../ <br /> -- <br /> ../ .- C-- <br /> /: ...---- <br />9- ......- Lower-regime flow <br /> <br />'! <br />, <br /> <br />0.1 <br />o <br /> <br />0.2 <br /> <br />0.4 0.6 0.8 <br />MEDIAN SIZE, IN MilLIMETERS <br /> <br />1.0 <br /> <br />1.2 <br /> <br />Figure 5.--Relation of stream power and median grain size to type <br />of regime flow, Modified from Benson and Dalyrymple (1967). <br /> <br />22 <br />
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