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contributor authorF. A. Musleh
contributor authorJ. F. Cruise
date accessioned2017-05-08T20:45:22Z
date available2017-05-08T20:45:22Z
date copyrightFebruary 2006
date issued2006
identifier other%28asce%290733-9429%282006%29132%3A2%28163%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/26057
description abstractThe effect of rigid, unsubmerged vegetation on flow resistance in wide flood plains was examined in this study. A series of experiments was run using rigid rods inserted into the flow field of a wide shallow flume. Several configurations of rod diameters with various lateral and longitudinal spacing were tested over a range of discharge values. Head losses across the rods were measured and a resistance-to-momentum-absorbing area concept was employed to relate density parameters to the resistance coefficient. The effects of flow depth, velocity, rod diameter
publisherAmerican Society of Civil Engineers
titleFunctional Relationships of Resistance in Wide Flood Plains with Rigid Unsubmerged Vegetation
typeJournal Paper
journal volume132
journal issue2
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(2006)132:2(163)
treeJournal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 002
contenttypeFulltext


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