Experimental analysis for self-cleansing open channel design

dc.contributor.author	Safari, M.J.S.
dc.contributor.author	Aksoy, H.
dc.date.accessioned	2021-01-25T20:48:01Z
dc.date.available	2021-01-25T20:48:01Z
dc.date.issued	2020
dc.identifier	10.1080/00221686.2020.1780501
dc.identifier.issn	00221686
dc.identifier.uri	https://www.scopus.com/inward/record.uri?eid=2-s2.0-85089746934&doi=10.1080%2f00221686.2020.1780501&partnerID=40&md5=2bf017cee87ba6bb84fd073a14ff9547
dc.identifier.uri	https://dspace.yasar.edu.tr/xmlui/handle/20.500.12742/9688
dc.description.abstract	Self-cleansing is a hydraulic design concept for drainage systems for mitigation of sediment deposition. Experimental studies in the literature have mostly been performed in circular channels. In this study, experiments were conducted in five cross-sectio
dc.language.iso	English
dc.publisher	Journal of Hydraulic Research
dc.title	Experimental analysis for self-cleansing open channel design
dc.type	Note
dc.description.affiliations	(IAHR Member), Associate Professor, Department of Civil Engineering, Yaşar University, Izmir, Turkey; Department of Civil Engineering, Istanbul Technical University, Istanbul, Turkey

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