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Last modified
11/23/2009 10:50:35 AM
Creation date
10/4/2006 9:03:13 PM
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Floodplain Documents
County
Statewide
Title
Hydrologic Engineering Methods for Water Resources Development Volume 5
Date
3/1/1975
Prepared For
US
Prepared By
US Army Corps of Engineers
Floodplain - Doc Type
Educational/Technical/Reference Information
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<br />In many computations, a space (isohyetal) pattern is not used, but <br />a transposition coefficient is used that accounts for the degree to <br />which the isohyetal pattern does not coincide with the basin boundary. <br />Unless the basin shape is very unusual, transposition coefficients for <br />actual storms on actual drainage basins usually are very high - in the <br />order of 0.95. <br />Derivation of storm rainfall for a particular drainage basin from <br />generalized criteria is illustrated for probable maximum storm criteria <br />in paragraph 4.03, Similar techniques can advantageously be used for <br />standard project storm determination. <br /> <br />3-03 <br />
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