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TR(BR)-125 : Runoff modelling using SCS method

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dc.contributor.author Rathore, D. S.
dc.date.accessioned 2019-05-21T10:49:28Z
dc.date.available 2019-05-21T10:49:28Z
dc.date.issued 1994
dc.identifier.uri http://117.252.14.250:8080/xmlui/handle/123456789/2460
dc.description.abstract SCS curve number technique is used to obtain runoff volume from landuse/ cover, soil and rainfall data. The technique is applied to Temur catchment of Narmada basin. The catchment lies between latitudes 22°35'N to 23°02'N and longitudes 79°40'E to 79°58'E. The area of catchment upto gauge discharge site is approximately 813 sq. km. The landuse/ cover and soil maps are derived from visual interpretation of IRS LISS II FCC paper prints. The landuse/ cover map is verified from Survey of India topographic maps. Land treatment, crop type in agricultural area and hydrological conditions of forest are assumed. From daily rainfall data, rainfall maps are obtained using moving average interpolation technique. Thrice daily. Discharges are obtained from gauge discharge relationship. The base flow separation is done using technique for complex storms. The volume of base flow and total runoff are used to compute direct runoff volume. The curve numbers are derived from various hydrological conditions and crop types. landuse cover map and soil map. Error varies from -8.6 to 26.5 96- in modified method and from 3. 7 to 37.1 k in original method. en_US
dc.language.iso en en_US
dc.publisher National Institute of Hydrology en_US
dc.relation.ispartofseries ;TR(BR)-125
dc.subject Runoff modelling en_US
dc.subject Runoff modelling - SCS method en_US
dc.title TR(BR)-125 : Runoff modelling using SCS method en_US
dc.type Technical Report en_US


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