Yu Fei, Xia Dong, Liu Wenjing, et al. Hydrodynamic Characteristics in Vegetation Concrete Slope Erosion Under Simulated Rainstorm Experiments[J]. Bulletin of Soiland Water Conservation, 2021, 41(3): 152-158.
DOI:
Yu Fei, Xia Dong, Liu Wenjing, et al. Hydrodynamic Characteristics in Vegetation Concrete Slope Erosion Under Simulated Rainstorm Experiments[J]. Bulletin of Soiland Water Conservation, 2021, 41(3): 152-158. DOI: 10.13961/j.cnki.stbctb.2021.03.021.
Hydrodynamic Characteristics in Vegetation Concrete Slope Erosion Under Simulated Rainstorm Experiments
[Objective] The influence of different admixtures on the hydrodynamic characteristics of vegetation concrete slope erosion under rainstorm conditions was analyzed to provide a scientific basis for the improvement of vegetation concrete formulations. [Methods] The erosion status of vegetation concrete slopes under four admixed conditions (no additives
polyacrylamide
biochar
palm fiber) with 60° slope and three rainfall intensities (60
90
120 mm/h) were analyzed by using outdoor simulated rainfall experiments. The relationship between slope hydrodynamic parameters and soil erosion was analyzed. [Results] The slope Reynolds number was always less than 500
and the slope flow was laminar. The slope Froude number without admixtures was always less than 1 and the slope flow was slow. The slope Froude number with admixtures was always greater than 1 and the slope flow was rapid. The slope surface with external admixture had a larger slope velocity and water flow power
and smaller water flow shear force
runoff depth
and resistance coefficient. The amount of soil erosion on the slope with biochar addition was significantly higher than without biochar addition. The amount of soil erosion on the slope with addition of polyacrylamide and palm fiber was significantly lower than that without addition. [Conclusion] Use of admixtures had a significant effect on the hydrodynamic parameters of a vegetation concrete slope. The amount of soil erosion was very significantly and positively correlated with Reynolds number and water flow power. Adding polyacrylamide and palm fiber can effectively reduce the amount of soil erosion on vegetation concrete slopes
and can be used in the ecological restoration of high and steep slopes.
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references
Bradshaw A. Restoration of mined lands:using natural processes[J]. Ecological Engineering, 1997,8(4):255-269.
Liu Daxiang, Zhang Baohua, Yang Yueshu, et al. Effect of organic material type and proportion on the physical and mechanical properties of vegetation-concrete[J]. Advances in Materials Science and Engineering, 2018(6):1-8.
Cheng Hu, Xu Wennian, Luo Ting, et al. Microbial functional diversity as affected by different engineered eco-restoration methods at Xiangjiaba hydropower station[J]. Journal of Environmental Engineering, 2020,146(3):1943-7870.
Hairsine P B, Rose C W. Modeling water erosion due to overland flow using physical principles (1):Sheet flow[J]. Water Resources Research, 1992,28(1):237-243.
Li Gang, Abrahams A D, Atkinson J F. Correction factors in the determination of mean velocity of overland flow[J]. Earth Surface Processes and Landforms,1996,21(6):509-515.
Wang Shuyuan, Flanagan D C, Engel B A. Estimating sediment transport capacity for overland flow[J]. Journal of Hydrology, 2019,578:123985.
Nearing M A, Foster G R, Lane L J, et al. A process-based soil erosion model for USDA:Water erosion prediction project technology[J]. Transactions of the ASAE, 1989,32(5):1587-1593.
Abrahams A D, Li G, Krishnan C, et al. A sediment transport equation for interrill overland flow on rough surfaces[J]. Earth Surface Processes and Landforms, 2001,26(13):1443-1459.
Zhang Guanghui, Liu Yumei, Han Yanfeng, et al. Sediment transport and soil detachment on steep slopes(Ⅰ):Transport capacity estimation[J]. Soil Ence Society of America Journal, 2009,73(4):1291-1297.
陆绍娟,王占礼.土壤改良剂聚丙烯酰胺的研究进展[J].人民黄河,2016,38(7):73-77.
Guo Xiaoxia, Liu Hongtao, Zhang Jun. The role of biochar in organic waste composting and soil improvement:A review[J]. Waste Management, 2020(102):884-899.