Bridge Abutment Scour in Compound ChannelsSource: Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012Author:Bruce W. Melville
DOI: 10.1061/(ASCE)0733-9429(1995)121:12(863)Publisher: American Society of Civil Engineers
Abstract: Experiments are reported that quantify the effect of channel geometry on local scour at abutments for bridges crossing compound river channels. The data apply to the case of the abutment extending into the main channel. The channel geometry effects are represented by a multiplying factor. This factor,
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contributor author | Bruce W. Melville | |
date accessioned | 2017-05-08T20:42:15Z | |
date available | 2017-05-08T20:42:15Z | |
date copyright | December 1995 | |
date issued | 1995 | |
identifier other | %28asce%290733-9429%281995%29121%3A12%28863%29.pdf | |
identifier uri | http://yetl.yabesh.ir/yetl/handle/yetl/24078 | |
description abstract | Experiments are reported that quantify the effect of channel geometry on local scour at abutments for bridges crossing compound river channels. The data apply to the case of the abutment extending into the main channel. The channel geometry effects are represented by a multiplying factor. This factor, | |
publisher | American Society of Civil Engineers | |
title | Bridge Abutment Scour in Compound Channels | |
type | Journal Paper | |
journal volume | 121 | |
journal issue | 12 | |
journal title | Journal of Hydraulic Engineering | |
identifier doi | 10.1061/(ASCE)0733-9429(1995)121:12(863) | |
tree | Journal of Hydraulic Engineering:;1995:;Volume ( 121 ):;issue: 012 | |
contenttype | Fulltext |