Graphical Calculation of Small Catchment Peak Discharge
A graphical procedure for calculating peak discharge from small catchments is developed on the basis of the standard Natural Resources Conservation Service (NRCS) rainfall-runoff hydrologic methods, in which rainfall excess obtained using the curve-number approach applied to 24-h design storms is tr...
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Veröffentlicht in: | Journal of irrigation and drainage engineering 2012-03, Vol.138 (3), p.245-256 |
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Format: | Artikel |
Sprache: | eng |
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Zusammenfassung: | A graphical procedure for calculating peak discharge from small catchments is developed on the basis of the standard Natural Resources Conservation Service (NRCS) rainfall-runoff hydrologic methods, in which rainfall excess obtained using the curve-number approach applied to 24-h design storms is transformed to runoff by means of triangular unit hydrographs. The solution is made dimensionless by grouping parameters, and, as a result, can be condensed into uncomplicated graphical relations that provide numerically precise peak flow rates. Mathematical expressions are also given that provide accurate approximations to the peak-discharge graphical relations. An additional result of the analysis is a comprehensive means of estimating rational-formula runoff coefficients for any location in the United States. |
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ISSN: | 0733-9437 1943-4774 |
DOI: | 10.1061/(ASCE)IR.1943-4774.0000400 |