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contributor authorStefano Pagliara
contributor authorWilli H. Hager
contributor authorHans-Erwin Minor
date accessioned2017-05-08T20:45:28Z
date available2017-05-08T20:45:28Z
date copyrightMay 2006
date issued2006
identifier other%28asce%290733-9429%282006%29132%3A5%28450%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26104
description abstractPlunge pool scour involves a significant risk with trajectory spillways because of structural undermining at a dam foot or destabilization of adjacent valley slopes. An experimental program towards the understanding of plane plunge pool scour of a completely disintegrated rock surface was conducted, in which the following items received attention: jet shape, jet velocity, jet air content, tailwater elevation, granulometry, upstream flow to the scour hole, and the end scour profile in terms of the basic scour features. These effects were experimentally investigated based on a systematic variation of the governing scour parameters. The results of this paper allow answering questions that have so far not been addressed. Design equations were proposed to sketch the main tendency of the data sets. The significant effect of the densimetric particle Froude number was substantiated. This research may be used to estimate the prominent scour features for nearly two-dimensional jet arrangements involving a pre-aerated high-speed flow.
publisherAmerican Society of Civil Engineers
titleHydraulics of Plane Plunge Pool Scour
typeJournal Paper
journal volume132
journal issue5
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2006)132:5(450)
treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005
contenttypeFulltext


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