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contributor authorTadaharu Ishikawa
date accessioned2017-05-08T20:38:48Z
date available2017-05-08T20:38:48Z
date copyrightDecember 1984
date issued1984
identifier other%28asce%290733-9429%281984%29110%3A12%281830%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22251
description abstractOverflow depth on a levee crown is studied using one dimensional analysis of a stream with side overflow. There are two typical water surface profiles which depend only on channel properties and not on flow rate. Their approximate solutions are presented and examined in detail. Applicability of the theoretical results were verified with experimental flume data. The relationship between overflow depth and channel properties was calculated using a one dimensional momentum equation. Two important parameters concerned with a bankfull flow include the Froude number and channel
publisherAmerican Society of Civil Engineers
titleWater Surface Profile of Stream with Side Overflow
typeJournal Paper
journal volume110
journal issue12
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1984)110:12(1830)
treeJournal of Hydraulic Engineering:;1984:;Volume ( 110 ):;issue: 012
contenttypeFulltext


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