Journal of Hydraulic Research, ( ISI ), Volume (38), No (3), Year (2000-6) , Pages (233-239)

Title : ( Energy and momentum in one dimensional open channel flow )

Authors: Seyed Mahmood Hosseini , D. Bousmar , Y. Zeck , Franz , Betamio De Almeida ,

Citation: BibTeX | EndNote

Abstract

In the original paper, the equations of continuity, momentum and energy are derived, incorporating depth-dependent correction factors for velocity distributions over compound cross sections. It is shown that the friction slope and the energy slope are equivalent in steady uniform flow but not in unsteady flow. The difference between the two forms is explained and reasons are given for the preferential use of the momentum equation. Comparisons of backwater profiles are presented. In the discussion paper, Hosseini, Bousmar, Zech, Franz & Almeida provide more insight on the subject.

Keywords

, Open Channel, Energy, Momentum
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@article{paperid:1024117,
author = {Hosseini, Seyed Mahmood and D. Bousmar and Y. Zeck and Franz and Betamio De Almeida},
title = {Energy and momentum in one dimensional open channel flow},
journal = {Journal of Hydraulic Research},
year = {2000},
volume = {38},
number = {3},
month = {June},
issn = {0022-1686},
pages = {233--239},
numpages = {6},
keywords = {Open Channel; Energy; Momentum},
}

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%0 Journal Article
%T Energy and momentum in one dimensional open channel flow
%A Hosseini, Seyed Mahmood
%A D. Bousmar
%A Y. Zeck
%A Franz
%A Betamio De Almeida
%J Journal of Hydraulic Research
%@ 0022-1686
%D 2000

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