WMS:Customized Lag Time Equation: Difference between revisions
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where: | where: | ||
< | ''T<sub>LAG</sub>'' = watershed lag time in hours. | ||
< | ''C<sub>t</sub>'' = coefficient accounting for differences in watershed slope and storage. | ||
''L'' = the maximum flow length of the watershed along the main channel from the point of reference to the upstream boundary of the watershed, in miles. | |||
< | ''L<sub>ca</sub>'' = the distance along the main channel from the point of reference to a point opposite the centroid, in miles. | ||
''S'' = slope of the maximum flow distance path in ft/mile. | |||
''m'' = lag exponent | |||
Therefore, if the equation | Therefore, if the equation the state, county, etc. uses to compute lag time is not available, it can often be set up using this equation by entering a custom coefficient, ''C<sub>t</sub>'', and exponent, ''m''. | ||
Revision as of 15:56, 7 December 2016
Almost all of the lag time equations are of the form:
where:
TLAG = watershed lag time in hours.
Ct = coefficient accounting for differences in watershed slope and storage.
L = the maximum flow length of the watershed along the main channel from the point of reference to the upstream boundary of the watershed, in miles.
Lca = the distance along the main channel from the point of reference to a point opposite the centroid, in miles.
S = slope of the maximum flow distance path in ft/mile.
m = lag exponent
Therefore, if the equation the state, county, etc. uses to compute lag time is not available, it can often be set up using this equation by entering a custom coefficient, Ct, and exponent, m.
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