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contributor authorFu-Chun Wu
contributor authorHsieh Wen Shen
contributor authorYi-Ju Chou
date accessioned2017-05-08T20:43:35Z
date available2017-05-08T20:43:35Z
date copyrightSeptember 1999
date issued1999
identifier other%28asce%290733-9429%281999%29125%3A9%28934%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/24903
description abstractThis paper investigates the variation of the vegetative roughness coefficient with the depth of flow. A horsehair mattress is used in the experimental study to simulate the vegetation on the watercourses. Test results reveal that the roughness coefficient reduces with increasing depth under the unsubmerged condition. However, when fully submerged, the vegetative roughness coefficient tends to increase at low depths but then decrease to an asymptotic constant as the water level continues to rise. A simplified model based on force equilibrium is developed to evaluate the drag coefficient of the vegetal element; Manning's equation is then employed to convert the drag coefficient into the roughness coefficient. The data of this study are compared with those of selected previous laboratory and field tests. The results show a consistent trend of variation for the drag coefficient versus the Reynolds number. This trend can be represented by a vegetative characteristic number
publisherAmerican Society of Civil Engineers
titleVariation of Roughness Coefficients for Unsubmerged and Submerged Vegetation
typeJournal Paper
journal volume125
journal issue9
journal titleJournal of Hydraulic Engineering
identifier doi10.1061/(ASCE)0733-9429(1999)125:9(934)
treeJournal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 009
contenttypeFulltext


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