HYDRAULIC CHARACTERISTICS IN A STRAIGHT DROP STRUCTURE OF TRAPEZOIDAL CROSS SECTION.

Noutsopoulos, GC

dc.contributor.author	Noutsopoulos, GC	en
dc.date.accessioned	2014-03-01T02:47:35Z
dc.date.available	2014-03-01T02:47:35Z
dc.date.issued	1984	en
dc.identifier.uri	https://dspace.lib.ntua.gr/xmlui/handle/123456789/33254
dc.relation.uri	http://www.scopus.com/inward/record.url?eid=2-s2.0-0021653689&partnerID=40&md5=9079e25469c85d620710da8fc17b9cc0	en
dc.subject.other	FLOW OF FLUIDS - Channel Flow	en
dc.subject.other	RIVERS - Diversion	en
dc.subject.other	STRAIGHT DROP STRUCTURES	en
dc.subject.other	TRAPEZOIDAL WEIR	en
dc.subject.other	STREAM FLOW	en
dc.title	HYDRAULIC CHARACTERISTICS IN A STRAIGHT DROP STRUCTURE OF TRAPEZOIDAL CROSS SECTION.	en
heal.type	conferenceItem	en
heal.publicationDate	1984	en
heal.abstract	In the present paper a general theoretical model of flow behavior at the base of a drop structure is developed, based on reasonable assumptions, using one-dimensional momentum and energy principles. Theoretical predictions of the main flow characteristics are made and their validity verified by comparison with two series of experimental results. In the first series, the drop structure consisted of a sharp crested trapezoidal weir and the overflow continued downstream in a coaxial horizontal trapezoidal channel of the same cross section with the weir. In the second series, the drop structure consisted of a vertical wall connecting two horizontal coaxial trapezoidal channels of the same cross section.	en
heal.publisher	Computational Mechanics Cent, Southampton, Engl	en
heal.journalName	[No source information available]	en
dc.identifier.spage	1. 167	en
dc.identifier.epage	1. 181	en