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contributor authorCharles E. Rice
contributor authorKem C. Kadavy
date accessioned2017-05-08T20:42:34Z
date available2017-05-08T20:42:34Z
date copyrightJune 1996
date issued1996
identifier other%28asce%290733-9429%281996%29122%3A6%28292%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24280
description abstractStudies were conducted with a two-dimensional 1:20 scale model of a roller compacted concrete stepped spillway to evaluate the flow transition from the level spillway crest to the sloping steps, the energy dissipation of the steps, and performance of the proposed stilling basin. The steps were effective in dissipating energy. At maximum discharge, 14.5 m
publisherAmerican Society of Civil Engineers
titleModel Study of a Roller Compacted Concrete Stepped Spillway
typeJournal Paper
journal volume122
journal issue6
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1996)122:6(292)
treeJournal of Hydraulic Engineering:;1996:;Volume ( 122 ):;issue: 006
contenttypeFulltext


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