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Last modified
1/26/2010 10:10:38 AM
Creation date
10/5/2006 4:39:46 AM
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Floodplain Documents
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Statewide
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Nationwide
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Statewide
Title
A Uniform Technique for Determining Flood Flow Frequencies
Date
12/1/1967
Prepared By
Water Resources Council - Hydrology Committee
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />Amount of <br />vegetation <br />(n4)-- <br />(continued) <br /> <br />f-' <br />f-' <br /> <br />Medium <br /> <br />Turf grass growing where the average depth of flow is from <br />one to two times the height of the vegetation; moder- <br />ately dense stemrny grass, weeds, or tree seedlings <br />growing where the average depth of flow is from two to <br />0.010-0.025 three times the height of the vegetation; brushy, moder- <br />ately dense vegetation, similar to 1- to 2-year-old <br />willow trees in the dormant season, growing along the <br />banks and no significant vegetation along the channel <br />bottoms where the hydraulic radius exceeds 2 feet. <br /> <br />Large <br /> <br />Turf grass growing where the average depth of flow is <br />about equal to the height of vegetation; 8- to 10-year- <br />old willow or cottonwood trees intergrown with some <br />weeds and brush (none of the vegetation in foliage) <br />where the hydraulic radius exceeds 2 feet; bushy <br />willows about 1 year old intergrown with some weeds <br />along side slopes (all vegetation in full foliage) <br />and no significant vegetation along channel bottoms <br />where the hydraulic radius is greater than 2 feet. <br /> <br />0.025-0.050 <br /> <br />Very large <br /> <br />Turf grass growing where the average depth of flow is less <br />than half the height of the vegetation; bushy willow <br />trees about 1 year old intergrown with weeds along side <br />slopes (all vegetation in full foliage) or dense cat- <br />tails growing along channel bottom; trees intergrown <br />with weeds and brush (all vegetation in full foliage). <br /> <br />0.050-0.100 <br /> <br />Degree of meander- <br />ingy (Adjust- <br />ment values <br />apply to flow <br />confined in the <br />channel and do <br />not apply where <br />downvalley <br />flow crosses <br />meanders.) (m) <br /> <br />Minor <br /> <br />Ratio of the channel length to valley length is l.O to <br />l.2. <br /> <br />Loa <br /> <br />Appreciable <br /> <br />Ratio of the channel length to valley length is l.2 to <br />l.5. <br /> <br />l.15 <br /> <br />Severe <br /> <br />l.30 <br /> <br />Ratio of the channel length to valley length is greater <br />than l. 5. <br /> <br />lIAdjustments for degree of irregularity, variations in cross section, effect of obstructions, and <br />vegetation are added to the base n value (table 1) before multiplying by the adjustment for meander. <br />
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