Show simple item record

contributor authorRichard Masterman
contributor authorColin R. Thorne
date accessioned2017-05-08T20:41:33Z
date available2017-05-08T20:41:33Z
date copyrightJuly 1992
date issued1992
identifier other%28asce%290733-9429%281992%29118%3A7%281052%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/23685
description abstractA theoretically based method for taking into account the effects of bank vegetation on channel-flow parameters is outlined. It can be used to predict what effect changes in bank vegetation will have on the discharge capacity of a channel and to make comparisons of bank-vegetation effects between channels. Using the analysis on individual channels may aid in gauging the true impact of bank vegetation on in-bank flow capacity and in deciding whether the beneficial effects of bank vegetation in stabilizing banks outweigh any adverse effects that result from the potential reduction in discharge capacity. Using this method, the effect bank vegetation has on channel discharge capacity is shown to decline rapidly as the width-to-depth ratio of channels increases. When seasonal growth of vegetation is simulated the effect on channel discharge capacity is shown to be less than 10% for channels with a width-to-depth ratio greater than 16.
publisherAmerican Society of Civil Engineers
titlePredicting Influence of Bank Vegetation on Channel Capacity
typeJournal Paper
journal volume118
journal issue7
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1992)118:7(1052)
treeJournal of Hydraulic Engineering:;1992:;Volume ( 118 ):;issue: 007
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record