Water conveyance in channels with semicircular cross sections

Demetriou, JD; Nanou-Giannarou, AI

dc.contributor.author	Demetriou, JD	en
dc.contributor.author	Nanou-Giannarou, AI	en
dc.date.accessioned	2014-03-01T01:07:20Z
dc.date.available	2014-03-01T01:07:20Z
dc.date.issued	1988	en
dc.identifier.issn	0378-3774	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/9933
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-38249031572&partnerID=40&md5=33e245a3b4d3b0aff1e7ba6ef0e6fecb	en
dc.subject.classification	Agronomy	en
dc.subject.classification	Water Resources	en
dc.title	Water conveyance in channels with semicircular cross sections	en
heal.type	journalArticle	en
heal.language	English	en
heal.publicationDate	1988	en
heal.abstract	In this experimental study, measurements concerning uniform flow in open channels, with semicircular cross sections and smooth or rough boundaries, are presented, analysed and discussed. Based on local velocity and boundary shear stress measurements, an effort is made to interpret the momentum and energy distribution, the internal boundary shear force and discharge distributions, the maximum boundary shear stress distributions as well as the Manning's n and friction factor's f variation, obtained for various groups of smooth or rough open channels used herein. © 1988.	en
heal.publisher	ELSEVIER SCIENCE BV	en
heal.journalName	Agricultural Water Management	en
dc.identifier.isi	ISI:A1988P661000014	en
dc.identifier.volume	13	en
dc.identifier.issue	2-4	en
dc.identifier.spage	273	en
dc.identifier.epage	283	en