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contributor authorJavad Farhoudi
contributor authorRangaswami Narayanan
date accessioned2017-05-08T20:40:59Z
date available2017-05-08T20:40:59Z
date copyrightJanuary 1991
date issued1991
identifier other%28asce%290733-9429%281991%29117%3A1%2864%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23387
description abstractExperiments have been carried out to measure the mean and fluctuating forces exerted on the slab beneath the free hydraulic jump. Slabs of various lengths and widths have been used at Froude numbers of the upstream flow varying from 4.0 to 10.0. The intensity of force fluctuations on an area of slab beneath a hydraulic jump depends on its length and width, and on its position from the toe of the jump. Experimental results show that the transverse scale of pressure producing patterns of the turbulent hydraulic jump is longer than the streamwise scale. The scales of these patterns vary with the Froude number of the flow and the position within the jump. The probability of the force fluctuations has been measured. The results with respect to large slabs are presented in a form that would help in estimating the intensity of force fluctuations. It is hoped that the results are useful to the designers of the stilling basin.
publisherAmerican Society of Civil Engineers
titleForce on Slab beneath Hydraulic Jump
typeJournal Paper
journal volume117
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1991)117:1(64)
treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
contenttypeFulltext


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