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contributor authorYi Pan
contributor authorYongping Chen
contributor authorTongxin Zhang
contributor authorYuzhi Hu
contributor authorShuo Yin
contributor authorYubao Yang
contributor authorHuiming Tan
date accessioned2017-12-30T13:02:38Z
date available2017-12-30T13:02:38Z
date issued2018
identifier other%28ASCE%29WW.1943-5460.0000426.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4244941
description abstractHigh-performance turf reinforcement mat (HPTRM) is a technology to strengthen the vegetation lining and enhance its anti-erosion capability. Existing studies on the erosion resistance of vegetated HPTRM systems are mainly based on large-scale tests and focus on permissible flow velocity and shear stress. In this study, a specially designed flume was used to generate high-speed open-channel flow and investigate the erosion process of a vegetated HPTRM system. In total, 48 samples of natural vegetation and three types of vegetated HPTRM systems were cultivated and tested under different slopes and discharges. Both continuous and discontinuous tests were conducted. During the tests, erosion depths, flow discharges, and flow velocities were recorded. The difference between the erosion rates of continuous and discontinuous tests indicates that the first flushing of the flow induced most of the erosion of the vegetated HPTRM system. The erosion processes of the samples displayed a decrease in erosion rate with an increase in erosion depth, which can be explained by the exposure of HPTRM and consequent increase of anti-erosion capability. The influences of flow discharge and the structure of the HPTRM on the erosion process we also investigated.
publisherAmerican Society of Civil Engineers
titleLaboratory Study on Erosion of Vegetated HPTRM System under High-Speed Open-Channel Flow
typeJournal Paper
journal volume144
journal issue1
journal titleJournal of Waterway, Port, Coastal, and Ocean Engineering
identifier doi10.1061/(ASCE)WW.1943-5460.0000426
page04017038
treeJournal of Waterway, Port, Coastal, and Ocean Engineering:;2018:;Volume ( 144 ):;issue: 001
contenttypeFulltext


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