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contributor authorJohn J. Cassidy
contributor authorChristopher A. Gardner
contributor authorRobert T. Peacock
date accessioned2017-05-08T20:39:12Z
date available2017-05-08T20:39:12Z
date copyrightMarch 1985
date issued1985
identifier other%28asce%290733-9429%281985%29111%3A3%28398%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/22459
description abstractLabyrinth‐crest spillways provide an economical flood‐handling structure provided the operating head is small. This paper describes the design of A spillway with a labyrinth crest for which published discharge characteristics were uncertain for higher heads. To verify the design, a model study was conducted which indicated that actual discharge would be at least 20% lower than originally estimated. Details are presented for the design criteria for the spillway crest and for the flow conditions downstream including the chute, the energy dissipator, and the receiving channel.
publisherAmerican Society of Civil Engineers
titleBoardman Labyrinth—Crest Spillway
typeJournal Paper
journal volume111
journal issue3
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1985)111:3(398)
treeJournal of Hydraulic Engineering:;1985:;Volume ( 111 ):;issue: 003
contenttypeFulltext


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