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dc.contributor.authorBakış, Recep
dc.contributor.authorBilgin, Mehmet
dc.date.accessioned2019-10-18T19:02:32Z
dc.date.available2019-10-18T19:02:32Z
dc.date.issued2004
dc.identifier.isbn415362407
dc.identifier.urihttps://hdl.handle.net/11421/10672
dc.descriptionHohai University, Jiangsu, China;China Society for Hydraulic Engineering, Beijing, China;China Society for Hydropower Engineering, Beijing, Chinaen_US
dc.descriptionProceedings of the 4th International Conference on Dam Engineering - New Developments in Dam Engineering -- 18 October 2004 through 20 October 2004 -- Nanjing -- 64432en_US
dc.description.abstractThe water discharged from a dam during operation must not cause floods downstream. Especially, if there is a large subcatchment area downstream and if surface runoff water due to rainfall cannot to be controlled, there is a considerable risk of flood downstream. Under these circumstances, the additive water coming from the reservoir will cause an increase in the flood damages. In this paper, the flood risks of rainfall water discharge from the subcatchment area, which is located in the downstream area of a dam and not completely controlled have been investigated. For this purpose, the decision matrix achieved from the rainfall of subcatchment, which lies between the Porsuk dam and Eskişehir city, was examined by taking the Porsuk subcatchment as a basisen_US
dc.language.isoengen_US
dc.rightsinfo:eu-repo/semantics/closedAccessen_US
dc.titlePlanning and operation of damsen_US
dc.typeconferenceObjecten_US
dc.relation.journalProceedings of the 4th International Conference on Dam Engineering - New Developments in Dam Engineeringen_US
dc.contributor.departmentAnadolu Üniversitesien_US
dc.identifier.startpage129en_US
dc.identifier.endpage138en_US
dc.relation.publicationcategoryKonferans Öğesi - Uluslararası - Kurum Öğretim Elemanıen_US
dc.contributor.institutionauthorBakış, Recep


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