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Simulation and Evaluation of Collapsible Risk of Low Impact Development Rainwater System in Collapsible Loess Area

Author

Listed:
  • Jing Jing

    (Xi’an University of Technology)

  • Jingming Hou

    (Xi’an University of Technology)

  • Zhanpeng Pan

    (Xi’an University of Technology)

  • Tian Wang

    (Xi’an University of Technology)

  • Xinyi Li

    (Xi’an University of Technology)

  • Guangzhao Chen

    (Xi’an University of Technology)

  • Xueliang Sun

    (China Planning Institute (Beijing) Planning and Design Co.)

  • Changhui Duan

    (Changzhi City River Affairs Center)

Abstract

To investigate the risk levels of collapse associated with different Low-Impact Development (LID) measures employed in constructing stormwater systems within collapsible loess areas, the study utilized the High-Efficiency and High-Precision Urban Stormwater Model (GAST) to analyze the risk of waterlogging. The aim was to propose a method that integrates the analysis of waterlogging accumulation time with considerations of the correlation between the collapsibility coefficient and soil parameters, thereby assessing the collapse risk level of various LID measures. This method was applied to examine the changing patterns of settlement risk levels in grassed swales and rain gardens under different rainfall return periods (P1 = 20 years, P2 = 50 years, P3 = 100 years) and water accumulation durations (T1 = 0.5 days, T2 = 5 days). Findings reveal a direct correlation between rainfall return periods and collapse risk levels. Specifically, at P3 = 100 years, 50% of the collapse risk level in the study region reaches level III. However, when the water accumulation duration is extended to 5 days, the percentage of locations classified as category III increases to 75%. Despite rain gardens' superior water storage capacity compared to grass swales, they also elevate the risk of collapse. Therefore, diligent monitoring of rain garden durability during prolonged periods of frequent rainfall is essential. The evaluation approach proposed in this research demonstrates a 75% accuracy rate, affirming its initial reliability for evaluating the risk associated with constructing LID stormwater systems in collapsible loess areas. Furthermore, it can be utilized for further investigations into the collapsibility impacts of LID measures in regions characterized by collapsible loess.

Suggested Citation

  • Jing Jing & Jingming Hou & Zhanpeng Pan & Tian Wang & Xinyi Li & Guangzhao Chen & Xueliang Sun & Changhui Duan, 2024. "Simulation and Evaluation of Collapsible Risk of Low Impact Development Rainwater System in Collapsible Loess Area," Water Resources Management: An International Journal, Published for the European Water Resources Association (EWRA), Springer;European Water Resources Association (EWRA), vol. 38(14), pages 5485-5505, November.
  • Handle: RePEc:spr:waterr:v:38:y:2024:i:14:d:10.1007_s11269-024-03896-8
    DOI: 10.1007/s11269-024-03896-8
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    References listed on IDEAS

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    1. Pan, Zhanpeng & Tong, Yu & Hou, Jingming & Zheng, Jian & Kang, Yongde & Wang, Yan & Cao, Changchong, 2021. "Hole irrigation process simulation using a soil water dynamical model with parameter inversion method," Agricultural Water Management, Elsevier, vol. 245(C).
    2. Peng Chen & Jiquan Zhang & Xinyu Jiang & Xingpeng Liu & Yulong Bao & Yingyue Sun, 2012. "Scenario Simulation-Based Assessment of Trip Difficulty for Urban Residents under Rainstorm Waterlogging," IJERPH, MDPI, vol. 9(6), pages 1-18, May.
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