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contributor authorJ. S. Montes
date accessioned2017-05-08T20:42:03Z
date available2017-05-08T20:42:03Z
date copyrightMay 1994
date issued1994
identifier other%28asce%290733-9429%281994%29120%3A5%28601%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23973
description abstractA calculation procedure for the analysis of flow near a change in a slope from mild to steep in a wide rectangular channel is presented and evaluated. It is assumed that the viscous effects are negligible and that flow is irrotational. The potential‐flow solution used here is of the inverse type, in which the real
publisherAmerican Society of Civil Engineers
titlePotential‐Flow Solution to 2D Transition from Mild to Steep Slope
typeJournal Paper
journal volume120
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1994)120:5(601)
treeJournal of Hydraulic Engineering:;1994:;Volume ( 120 ):;issue: 005
contenttypeFulltext


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