Lakeshore slumping and recession resulting from wave erosion usually causes heavy loss of waterfront property and land resources. Ecological revetment has become the new trend of lakeshore erosion control. In this paper, vetiver is adopted to protect lakeshore against wave attack because of its well-developed root system, phytomechanical properties and adaptability to adverse environment. With the shore-protection works of Donggang Lake as a case study, the patterns and techniques of planting vetiver are introduced. Furthermore, the erosion rates of bare soil lakeshore and vetiver lakeshore were computed and compared using lateral erosion model. Results show that vetiver planting on lakeshore could reduce the shore erosion rate by over 90%. Compared with rigid revetment, ecological revetment is more economic and more environmentally friendly.
Key words
lakeshore erosion /
wave /
ecological revetment /
vetiver /
lateral erosion model
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References
[1] 杨梦云,张根喜,朱永辉.上荆江河段南五洲崩岸整治工程护岸形式选择[J].长江科学院院报,2012,29(12):10-14.
[2] NORRIS J A. Causes and Effects of Streambank Erosion and Mass-Wasting Along Stevens Creek in Northeast Lancaster County, Nebraska: A Photographic Qualitative Case Study[D]. Lincoln: University of Nebraska-Lincoln, 2013.
[3] BEESON C E,DOYLE P F. Comparison of Bank Erosion at Vegetated and Non-Vegetated Channel Bends[J]. Journal of the American Water Resources Association, 2007, 31(6):983-990
[4] TRUONG P, VAN T T, PINNERS E. VETIVER SYSTEM APPLICATIONS Technical Reference Manual[M/OL].[2017-06-26]. http://vnvn.org.vn/img/uploads/VNVN/Gioi_thieu/Gioi_thieu_co_vetiver/TVN-Manual_Vf_3.pdf.
[5] GB 50286—2013,堤防工程设计规范[S]. 北京:中国计划出版社,2013.
[6] OSMAN A M, THORNE C R. Riverbank Stability Analysis. I: Theory[J]. Journal of Hydraulic Engineering,1988,114(2):134-150.
[7] TEMPLE D M, ROBINSON K M, AHRING R M, et al. Stability Design of Grass-lined Channels[M]. Washington, D C:U.S. Department of Agriculture, 1987:46-48.
[8] PARCHURE T M, MCANALLY J W H, TEETER A M. Desktop Method for Estimating Vessel-induced Sediment Suspension[J]. Journal of Hydraulic Engineering, 2001,127(7): 577-587.
[9] SOULSBY R. Dynamics of Marine Sands: A Manual for Practical Applications[M]. London: Thomas Telford, 1997:47-48.
[10]SEIJFFERT J W, VERHEIJ H J. Grass Covers and Reinforcement Measures[R]. Netherlands: Balkema, 1998.