Show simple item record

contributor authorLeonardo P. Chamorro
contributor authorFernando Porté-Agel
date accessioned2017-05-08T21:50:43Z
date available2017-05-08T21:50:43Z
date copyrightMay 2010
date issued2010
identifier other%28asce%29hy%2E1943-7900%2E0000204.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/64006
description abstractWe derive a simple analytical correction of a well-known standard formulation of the gravity wave height produced in a prismatic channel due to a sudden discharge stoppage at the downstream end of the channel. The proposed analytical correction considers the vertical growth of the wave and, as a result, takes into account the effect of the channel bed slope on the wave height. This simple correction is useful to be considered in preliminary designs of relatively long channels subject to unsteady flow conditions.
publisherAmerican Society of Civil Engineers
titleChannel Bed Slope Effect on the Height of Gravity Waves Produced by a Sudden Downstream Discharge Stoppage
typeJournal Paper
journal volume136
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)HY.1943-7900.0000178
treeJournal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 005
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record