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contributor authorWilli H. Hager
date accessioned2017-05-08T20:46:44Z
date available2017-05-08T20:46:44Z
date copyrightAugust 1986
date issued1986
identifier other%28asce%290733-9437%281986%29112%3A3%28225%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26855
description abstractThe flow pattern resulting from a circular cone immersed in a rectangular channel is investigated under critical flow conditions. The apparatus may be used for both permanent and mobile discharge evaluation in open channels. Owing to the low weight, the high precision of finishing, and its reasonable price when compared to the conventional structures, the modified Venturi Channel may be regarded as a useful instrument. The circular cone is particularly well suited to watercourses in which discharge spectrum is considerable, thereby resulting in moderate approaching flow depth variation. Its rating curve is investigated by accounting for streamline curvature effects. Experiments corroborate the theoretical predictions and indicate that the flow characteristics are governed by the Froude similarity law.
publisherAmerican Society of Civil Engineers
titleModified, Trapezoidal Venturi Channel
typeJournal Paper
journal volume112
journal issue3
journal titleJournal of Irrigation and Drainage Engineering
identifier doi10.1061/(ASCE)0733-9437(1986)112:3(225)
treeJournal of Irrigation and Drainage Engineering:;1986:;Volume ( 112 ):;issue: 003
contenttypeFulltext


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