Slope area method: Difference between revisions

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<div class="definition"><div class="short_definition">An indirect method of [[discharge]] measurement, especially after [[floods]], by  determining the water surface slope during the peak flow, by using the [[high water]] marks, a survey  of two or more river cross sections along a stretch of the river, and by estimating the river [[roughness  coefficient]].</div><br/> <div class="paragraph">The discharge is then calculated by the [[Manning equation]] or [[Chezy equation]].</div><br/> </div>
<div class="definition"><div class="short_definition">An indirect method of [[discharge]] measurement, especially after [[floods]], by  determining the water surface slope during the peak flow, by using the [[high water]] marks, a survey  of two or more river cross sections along a stretch of the river, and by estimating the river [[roughness length|roughness  coefficient]].</div><br/> <div class="paragraph">The discharge is then calculated by the [[Manning equation]] or [[Chezy equation]].</div><br/> </div>
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Latest revision as of 16:54, 25 April 2012



slope area method

An indirect method of discharge measurement, especially after floods, by determining the water surface slope during the peak flow, by using the high water marks, a survey of two or more river cross sections along a stretch of the river, and by estimating the river roughness coefficient.

The discharge is then calculated by the Manning equation or Chezy equation.


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