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Effects of Vegetation Stems on Hydraulics of Overland Flow Under Varying Water Discharges

文献类型:期刊论文

作者Chunhong Zhao1,2; Jian’en Gao1,3; Yuefei Huang2; Guangqian Wang2; Mengjie Zhang1
刊名Land Degradation and Development
出版日期2015
期号0页码:1-10
通讯作者邮箱gaojianen@126.com
关键词overland flow vegetation stem flow regime flow velocity hydraulic resistance
通讯作者Jian’en Gao
英文摘要Vegetation plays an important role in soil erosion control, but few studies have been performed to quantify the effects of vegetation stems on hydraulics of overland flow. Laboratory flume experiments were conducted to investigate the potential effects of vegetation stems on Reynolds number, Froude number, flow velocity and hydraulic resistance of silt-laden overland flow. Cylinders with diameter D of 2·0, 3·2 and 4·0 × 10 2 m were glued onto the flume bed to simulate the vegetation stems, and a bare slope was used as control. The flow discharge varied from 0·5 to 1·5 × 10 3 m3 s 1 and slope gradient was 9°. Results showed that Reynolds number on vegetated slope was significantly higher
than that on bare slope because of the effect of vegetation stems on effective flow width. All the flows were supercritical flow, but Froude number decreased as D increased, implying a decrease in runoff ability to carry sediment. The mean flow velocity also decreased with D,while the velocity profile became steeper, and no significant differences were found in surface flow velocities among longitudinal sections on all slopes. DarcyWeisbach friction coefficient increased with D, implying that the energy consumption of overland flow on hydraulic resistance increased. Reynolds number was not a unique predictor of hydraulic roughness on vegetated slopes. The total resistance on vegetated slopes was partitioned into grain resistance and vegetation resistance, and vegetation resistance accounted for almost 80% of the total resistance and was the dominant roughness element. Further studies are needed to extend and apply the insights obtained under controlled conditions to actual overland flow conditions. 

收录类别EI
原文出处https://www.engineeringvillage.com/search/results/quick.url?CID=quickSearchCitationFormat&database=1&SEARCHID=d236199aM5c89M4da8M9dacMf39c84603280&intialSearch=true
源URL[http://ir.iswc.ac.cn/handle/361005/7736]  
专题水土保持研究所_水保所科研产出(EI)_2015年EI
作者单位1.Northwest A&F University, Yangling 712100, China
2.State Key Laboratory of Hydroscience and Engineering, Department of Hydraulic Engineering, Tsinghua University, Beijing 100084, China
3.Institute of Soil and Water Conservation, CAS&MWR, Yangling 712100, PR China
推荐引用方式
GB/T 7714
Chunhong Zhao,Jian’en Gao,Yuefei Huang,et al. Effects of Vegetation Stems on Hydraulics of Overland Flow Under Varying Water Discharges[J]. Land Degradation and Development,2015(0):1-10.
APA Chunhong Zhao,Jian’en Gao,Yuefei Huang,Guangqian Wang,&Mengjie Zhang.(2015).Effects of Vegetation Stems on Hydraulics of Overland Flow Under Varying Water Discharges.Land Degradation and Development(0),1-10.
MLA Chunhong Zhao,et al."Effects of Vegetation Stems on Hydraulics of Overland Flow Under Varying Water Discharges".Land Degradation and Development .0(2015):1-10.

入库方式: OAI收割

来源:水土保持研究所

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