Please use this identifier to cite or link to this item: http://hdl.handle.net/123456789/1464
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dc.contributor.authorSarma, Er. A.-
dc.date.accessioned2018-06-18T07:50:07Z-
dc.date.available2018-06-18T07:50:07Z-
dc.date.issued2017-09-
dc.identifier.issn2319-1163-
dc.identifier.issn2321-7308-
dc.identifier.urihttp://hdl.handle.net/123456789/1464-
dc.description.abstractOver the past several years, water resources modelling has become an increasingly important field, from the standpoints of predicting both the quantity and quality of water discharged from watersheds (Ye W. et al.,1997). Models for computation and forecasting floods have been developed in various parts of the world. However, none of the models can be said to be of universal application, because of the fact that local conditions vary (Pfeiffer E. et al., 1997). It is always worth applying a locally developed model for the purpose. To be precise, every flood prone basin must have a local model for the purpose of flood computation and forecasting. This is necessary because floods affect almost all the sectors of development. The present study was therefore, conceived and undertaken to develop a local model for the river Bečva and subsequently to use the same for the river Morava A mathematical model to estimate runoff volume has been developed and will be tested by taking into consideration the hydrological, morphological, soil, vegetative and climatological parameters of the Bečva river basin in the Czech Republic. An attempt will also be made to apply this model within the entire Morava river basin to see as to what extent the model predicted values differ from the measured ones.en_US
dc.language.isoenen_US
dc.subjectcatchmenten_US
dc.subjectconcentration timeen_US
dc.subjectflood forecastingen_US
dc.titleA MATHEMATICAL MODEL TO COMPUTE RUNOFF VOLUME FROM SMALL WATERSHEDSen_US
dc.title.alternativeInternational Journal of Research in Engineering and Technologyen_US
dc.typeArticleen_US
Appears in Collections:Prof. (Dr.) Arnab Sarma

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