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contributor authorChyan-Deng Jan
contributor authorChia-Jung Chang
date accessioned2017-05-08T21:50:38Z
date available2017-05-08T21:50:38Z
date copyrightNovember 2009
date issued2009
identifier other%28asce%29hy%2E1943-7900%2E0000124.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/63926
description abstractHydraulic jumps in an inclined rectangular chute contraction were studied in this paper. Theoretical equations for the sequent-area and sequent-depth ratios for hydraulic jumps in the contraction were developed considering the effects of contracting width and sloping bottom. The equation of the sequent-area ratio (instead of the sequent-depth ratio) has the same form as the traditional Belanger equation for the sequent-depth ratio for hydraulic jumps in a horizontal rectangular constant-width channel (HRCW channel). A modified approach Froude number
publisherAmerican Society of Civil Engineers
titleHydraulic Jumps in an Inclined Rectangular Chute Contraction
typeJournal Paper
journal volume135
journal issue11
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000100
treeJournal of Hydraulic Engineering:;2009:;Volume ( 135 ):;issue: 011
contenttypeFulltext


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