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contributor authorKandula V. N. Sarma
contributor authorBoyina V. Ramana Prasad
contributor authorAvvari Krishna Sarma
date accessioned2017-05-08T20:43:46Z
date available2017-05-08T20:43:46Z
date copyrightMarch 2000
date issued2000
identifier other%28asce%290733-9429%282000%29126%3A3%28210%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/25008
description abstractThis paper presents a generalized version of the binary velocity distribution law, which combines the logarithmic law of the inner region with the parabolic law of the outer region. This combination is extended for cases of flow where the maximum velocity occurs at some distance below the free surface in a vertical. The study uses the data collected at the Indian Institute of Science over a long period for all of the four regimes of turbulent open channel flow, namely, subcritical smooth, supercritical smooth, subcritical rough, and supercritical rough. The various conditions and limitations at the junction point of the inner and outer region are derived and discussed in this paper. It is shown that the velocity distribution for the flows of narrow open channels can be described by the logarithmic law for the inner region and the parabolic law for the outer region, but the conditions at the junction point will not always be the same.
publisherAmerican Society of Civil Engineers
titleDetailed Study of Binary Law for Open Channels
typeJournal Paper
journal volume126
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2000)126:3(210)
treeJournal of Hydraulic Engineering:;2000:;Volume ( 126 ):;issue: 003
contenttypeFulltext


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