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3-An alternative statistical regional approach for estimating design flood peak.

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dc.contributor.author Thirumalai, S.
dc.contributor.author Sinha, P. B.
dc.date.accessioned 2019-08-01T06:58:19Z
dc.date.available 2019-08-01T06:58:19Z
dc.date.issued 1987
dc.identifier.uri http://117.252.14.250:8080/jspui/handle/123456789/3263
dc.description.abstract Regional flood frequency studies are often made following traditional approach viz, a formula for mean annual flood and growth factors for higher return periods based on individual station values. This approach necessitates data generation and individual station studies introduce jerks in growth factor values. The pooled regional growth curve approach provides better prediction values and permits utilisation of all available data from different stations. The values of Q/Q and Y of all samples computed, grouped, averaged and then a combined growth curve for the region is obtained. This method is illustrated with details of studies and results for Mahanadi river basin (Subzone 3 'd'). Annual peak flood data of 16 sites (16 to 28 years) are considered and the efficacy of the pooled curve is tested. en_US
dc.language.iso en en_US
dc.publisher National Institute of Hydrology en_US
dc.subject Design flood peak en_US
dc.title 3-An alternative statistical regional approach for estimating design flood peak. en_US
dc.type Technical Report en_US


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