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    Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation

    Source: Journal of Hydraulic Engineering:;1999:;Volume ( 125 ):;issue: 009
    Author:
    Fu-Chun Wu
    ,
    Hsieh Wen Shen
    ,
    Yi-Ju Chou
    DOI: 10.1061/(ASCE)0733-9429(1999)125:9(934)
    Publisher: American Society of Civil Engineers
    Abstract: This 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
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      Variation of Roughness Coefficients for Unsubmerged and Submerged Vegetation

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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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