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Please use this identifier to cite or link to this item: http://repository.iitr.ac.in/handle/123456789/18630
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dc.contributor.authorGajbhiye S.-
dc.contributor.authorMishra, Surendra Kumar-
dc.contributor.authorPandey, Ashish-
dc.date.accessioned2020-12-03T04:06:59Z-
dc.date.available2020-12-03T04:06:59Z-
dc.date.issued2013-
dc.identifier.citationProceedings of 2013 International Conference on Advances in Technology and Engineering, ICATE 2013, (2013). Mumbai-
dc.identifier.isbn9.78E+12-
dc.identifier.urihttps://doi.org/10.1109/ICAdTE.2013.6524755-
dc.identifier.urihttp://repository.iitr.ac.in/handle/123456789/18630-
dc.description.abstractProbalistic estimation of one day maximum runoff is essential for safe and cost effective planning and design of surface runoff storage system. In Present study, One-day maximum and consecutive 2 and 3 day maximum runoff were computed for the Bamhani Watershed. The curve numbers are treated as random variables with the curve numbers associated with antecedent runoff condition II (Normal) representing 50% CN. Those associated with dry and wet are shown to be representative of 10% and 90 % CN value respectively. The design runoff (CN) was estimated for 10-year period by using SCS-CN model. Furthermore, 1, 2, and 3 day maximum runoff was fitted with three probability distribution (Log-normal, Gumble and Log Pearson-III. Of the Three probability distributions employed, Log Pearson type 3 distribution exhibited the best fit for the data. Finally 1, 2, and 3 day maximum runoff was estimated at return periods of 2, 5, 10, 25, 50, 100 and 200 years. The match between the design CN (for dry condition)-generated runoff and the conventional design runoff is found to be satisfactory for all return periods and rain durations for the studied watersheds, indicating the versatility of the proposed approach. © 2013 IEEE.-
dc.language.isoen_US-
dc.relation.ispartofProceedings of 2013 International Conference on Advances in Technology and Engineering, ICATE 2013-
dc.subjectdesign curve number-
dc.subjectDesign flood-
dc.subjectFrequency analysis-
dc.subjectprobability distribution-
dc.subjectSCS-CN method-
dc.titleA procedure for determination of design runoff curve number for Bamhani Watershed-
dc.typeConference Paper-
dc.scopusid57190754999-
dc.scopusid55463271000-
dc.scopusid55851948174-
dc.affiliationGajbhiye, S., Deptt. of Water Resource Development and Management, IIT Roorkee, India-
dc.affiliationMishra, S.K., Deptt. of Water Resource Development and Management, IIT Roorkee, India-
dc.affiliationPandey, A., Deptt. of Water Resource Development and Management, IIT Roorkee, India-
dc.description.correspondingauthorDeptt. of Water Resource Development and Management, IIT RoorkeeIndia-
dc.identifier.conferencedetails2013 International Conference on Advances in Technology and Engineering, ICATE 2013, Mumbai, 23-25 January 2013-
Appears in Collections:Conference Publications [WR]

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