1996
DOI: 10.3133/ofr96129
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Comparison of estimated and observed stormwater runoff for fifteen watersheds in west-central Florida, using five common design techniques

Abstract: Click here to return to USGS publications METHODS Engineers engaged in the design ofstructures that require knowledge ofpeak discharges and storm water runoff volumes typically estimate these values using traditional techniques at ungaged watersheds. These techniques require one or more of the following: (1) estimation of watershed characteristics; (2) synthetic or design storm precipitation of specific recurrence intervals; and (3)

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Cited by 4 publications
(1 citation statement)
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“…The Rational method is based on a simple formula that relates runoff-producing potential of the watershed, the average intensity of rainfall for a particular length of time (the time of concentration), and the watershed drainage area. The rational formula is described by the following equation [Trommer et al 1996]: -3 (1)…”
Section: Methodsmentioning
confidence: 99%
“…The Rational method is based on a simple formula that relates runoff-producing potential of the watershed, the average intensity of rainfall for a particular length of time (the time of concentration), and the watershed drainage area. The rational formula is described by the following equation [Trommer et al 1996]: -3 (1)…”
Section: Methodsmentioning
confidence: 99%