Variation of roughness coefficients for unsubmerged and submerged vegetation

被引:350
作者
Wu, FC [1 ]
Shen, HW
Chou, YJ
机构
[1] Natl Taiwan Univ, Dept Agr Engn & Hydrotech Res, Taipei 10764, Taiwan
[2] Univ Calif Berkeley, Dept Civil & Environm Engn, Berkeley, CA 94720 USA
来源
JOURNAL OF HYDRAULIC ENGINEERING-ASCE | 1999年 / 125卷 / 09期
关键词
D O I
10.1061/(ASCE)0733-9429(1999)125:9(934)
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
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 k. Given information such as the bed slope, the height of vegetation, and ii, one can apply the proposed model to predict the roughness coefficient corresponding to different flow depths.
引用
收藏
页码:934 / 942
页数:9
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