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contributor authorKandula V. N. Sarma
contributor authorP. Syamala
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%2854%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23385
description abstractThe effect of Reynolds number and Froude number on the friction factor is studied for supercritical turbulent flow in smooth rectangular open channels. The values of Froude numbers for various aspect ratios, beyond which the flow becomes unstable, are determined using the method of Berlamont and Vanderstappen and the measured momentum coefficients. For stable supercritical flows, the friction factor varies with Reynolds number only, as in the case of subcritical flows. For unstable supercritical flows, the friction factor is found to vary according to Rouse's equation.
publisherAmerican Society of Civil Engineers
titleSupercritical Flow in Smooth Open Channels
typeJournal Paper
journal volume117
journal issue1
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1991)117:1(54)
treeJournal of Hydraulic Engineering:;1991:;Volume ( 117 ):;issue: 001
contenttypeFulltext


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