contributor author | Stefano Pagliara | |
contributor author | Willi H. Hager | |
contributor author | Hans-Erwin Minor | |
date accessioned | 2017-05-08T20:45:28Z | |
date available | 2017-05-08T20:45:28Z | |
date copyright | May 2006 | |
date issued | 2006 | |
identifier other | %28asce%290733-9429%282006%29132%3A5%28450%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/26104 | |
description abstract | Plunge 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. | |
publisher | American Society of Civil Engineers | |
title | Hydraulics of Plane Plunge Pool Scour | |
type | Journal Paper | |
journal volume | 132 | |
journal issue | 5 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(2006)132:5(450) | |
tree | Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 005 | |
contenttype | Fulltext | |