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Study on failure mechanism of a plain irrigation reservoir soil bank slope under wind wave erosion

Author

Listed:
  • Zipeng Qin

    (Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
    University of Chinese Academy of Sciences)

  • Yuanming Lai

    (Northwest Institute of Eco-Environment and Resources, Chinese Academy of Sciences
    University of Chinese Academy of Sciences)

  • Yan Tian

    (Lanzhou University)

Abstract

The wind wave erosion is one of the main factors of the soil bank slope retreat in plain irrigation reservoirs, which plays an important role in the bank profile evolution and seriously affects the agricultural irrigation. To study the failure mechanism induced by the wind wave erosion, a reservoir soil bank slope is taken as a research object. Through the field investigations, laboratory tests and prototype observations, a mechanical model of the bank slope recession under the wind wave erosion is established and verified by the field observation results. On this basis, the finite element method is utilized to analyze its stability in different erosion periods, and the evolution law of the safety factors with erosion time is revealed quantitatively. The results show that the lateral retreat of the slope foot will lead to local collapse and form vertical surfaces when eroded by wind waves. Based on the monitoring data in April 2019, the calculated lateral erosion distance is 1.29 m after the wind wave erosion lasts for 9 h, and the vertical surface height reaches 3.10 m, resulting in the bank slope failure. After failure, it is reshaped, and the stability is significantly improved. However, the new slope will face the instability risk of the former one when eroded by wind waves again. The stability safety factors generally show cyclical variation with the wave erosion time. The failure and retreat of the bank slope repeat the above cycle annually.

Suggested Citation

  • Zipeng Qin & Yuanming Lai & Yan Tian, 2021. "Study on failure mechanism of a plain irrigation reservoir soil bank slope under wind wave erosion," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 109(1), pages 567-592, October.
  • Handle: RePEc:spr:nathaz:v:109:y:2021:i:1:d:10.1007_s11069-021-04849-9
    DOI: 10.1007/s11069-021-04849-9
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    References listed on IDEAS

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    1. Paolo Budetta & Claudio Luca, 2015. "Wedge failure hazard assessment by means of a probabilistic approach for an unstable sea-cliff," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 76(2), pages 1219-1239, March.
    2. Kai Yin & Sudong Xu & Wenrui Huang & Rui Li & Hong Xiao, 2019. "Modeling beach profile changes by typhoon impacts at Xiamen coast," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 95(3), pages 783-804, February.
    3. James M. Fitton & Jim D. Hansom & Alistair F. Rennie, 2018. "A method for modelling coastal erosion risk: the example of Scotland," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 91(3), pages 931-961, April.
    4. Neelima Thankappan & Noujas Varangalil & Thomas Kachapally Varghese & Kurian Njaliplackil Philipose, 2018. "Coastal morphology and beach stability along Thiruvananthapuram, south-west coast of India," Natural Hazards: Journal of the International Society for the Prevention and Mitigation of Natural Hazards, Springer;International Society for the Prevention and Mitigation of Natural Hazards, vol. 90(3), pages 1177-1199, February.
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    Cited by:

    1. Zipeng Qin & Yan Tian & Siyuan Gao & Jianfen Zhou & Haitao Zhao & Zhizhuo Guo & Tannong Chen & Zhiping Hua, 2023. "Numerical Investigation of the Upside-Down Hanging Well Combined with Curtain Grouting for Strengthening a Flood Control Ancient Levee," Sustainability, MDPI, vol. 15(5), pages 1-17, February.
    2. Xiaoyan Li & Zipeng Qin & Yan Tian & Hongwei Zhang & Haitao Zhao & Jiafa Shen & Weilong Shao & Guangrong Jiang & Xianding Guo & Junsuo Zhang, 2022. "Study on Stability and Ecological Restoration of Soil-Covered Rocky Slope of an Abandoned Mine on an Island in Rainy Regions," Sustainability, MDPI, vol. 14(20), pages 1-17, October.

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