A study on soil loss rate assessment of vegetation mat measures

被引:2
|
作者
Han, Eun Jin [1 ]
Park, Yong Sung [2 ]
Kim, Young Do [3 ]
Park, Jae Hyeon [3 ]
机构
[1] Inje Univ, Dept Environm Engn, 197 Inje Ro, Gimhae 50834, Gyeongnam, South Korea
[2] Univ Dundee, Div Civil Engn, Dundee DD1 4HN, Scotland
[3] Inje Univ, Dept Civil Engn, 197 Inje Ro, Gimhae 50834, Gyeongnam, South Korea
关键词
High-water revetment; Hydraulic stability; Prototype experiment; Vegetation mat;
D O I
10.1016/j.jher.2015.10.001
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The hydraulic stability of the high-water revetment with and without vegetation mat was tested in both laboratory-scale hydraulic experiments, as well as prototype-scale experiments. Experimental cases cover a wide range of cross-sectional average velocity (0.2-2.0 m/s), different slopes of the embankment, and two different types of soils. For each experimental condition, measurements of velocity field and scouring profile on the embankment were repeated for the cases with and without vegetation mat, respectively, to assess the efficiency of the vegetation mat in protecting the embankment. A dramatic reduction in soil loss rate was observed in the cases with the vegetation mat installed. The experimental results were recast in terms of Froude number and the soil loss rate appears to be proportional to the square of Froude number. Also a functional relationship between the soil loss rate and the cross-sectional average velocity was also deduced so that it could guide actual design practices of such high-water revetments. To the authors' best knowledge, the current study is the first to attempt to provide a practical design guideline. (C) 2016 International Association for Hydro-environment Engineering and Research, Asia Pacific Division. Published by Elsevier B.V. All rights reserved.
引用
收藏
页码:21 / 31
页数:11
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