Source Journal of CSCD
Source Journal for Chinese Scientific and Technical Papers
Core Journal of RCCSE
Included in JST China
Volume 40 Issue 12
Nov.  2022
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MA Xin, HOU Jingming, LI Bingyao, LUAN Guangxue, WANG Junhui, LI Donglai, DU Yingen, YANG Dangfeng, JI Guoqiang. INFLUENCE LAW OF RAINWATER GARDENS SPATIAL LAYOUT ON RUNOFF PROCESS IN BUILDING COMMUNITIES[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(12): 105-111. doi: 10.13205/j.hjgc.202212014
Citation: MA Xin, HOU Jingming, LI Bingyao, LUAN Guangxue, WANG Junhui, LI Donglai, DU Yingen, YANG Dangfeng, JI Guoqiang. INFLUENCE LAW OF RAINWATER GARDENS SPATIAL LAYOUT ON RUNOFF PROCESS IN BUILDING COMMUNITIES[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(12): 105-111. doi: 10.13205/j.hjgc.202212014

INFLUENCE LAW OF RAINWATER GARDENS SPATIAL LAYOUT ON RUNOFF PROCESS IN BUILDING COMMUNITIES

doi: 10.13205/j.hjgc.202212014
  • Received Date: 2021-10-19
    Available Online: 2023-03-23
  • To explore the influence of the spatial layout of rainwater garden in the building community on the runoff process, a 1D and 2D coupling hydrodynamic model with SWMM (storm flood management model) pipe network module and GAST (surface hydrodynamic numerical model based on GPU acceleration technology) was adopted in this research, and the runoff process under the measured rainfall condition was simulated and calculated by taking Tianfuheyuan community in Xixian New Area as an example. The rainwater gardens were arranged in the upper, middle and lower reaches of the Tianfuheyuan community respectively, to simulate the regulation effect on the outlet runoff of the pipe network, and more than 6 return periods and 18 typical conditions were conducted in this paper. The results showed that the coupling model could be used to accurately simulate the process of urban pipe network drainage and surface inundation; the Nash efficiency coefficients were 0.80 and 0.76 in the two measured rainfall events, representing good accordance with the measured data. With the increase in design rainfall return period, the total runoff control rate decreased gradually. Under the same return period, the total runoff control rate of the rainwater garden arranged on the downstream side was increased by 5.33% to 8.74% compared with that on the upstream side, and that’s an obvious improvement. The research results can provide a reference for optimizing the spatial layout of rainwater gardens in building communities.
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  • [1]
    尚蕊玲, 王华, 黄宁俊, 等. 城市新区低影响开发措施的效果模拟与评价[J]. 中国给水排水, 2016, 32(11):141-146.
    [2]
    姚焕玫, 卢燕南, 王石. 基于SWMM模型的南宁市海绵城市建设优化模拟[J]. 环境工程, 2019, 37(11):102-109

    ,188.
    [3]
    张建云, 王银堂, 贺瑞敏, 等. 中国城市洪涝问题及成因分析[J]. 水科学进展, 2016, 27(4):485-491.
    [4]
    周志才. 基于SWMM模型的上海市松江国际生态商务区海绵城市建设效果评价[J]. 环境工程, 2020, 38(8):167-173.
    [5]
    高玉琴, 陈佳慧, 王冬冬, 等. 海绵城市低影响开发措施综合效益评价体系及应用[J]. 水资源保护, 2021, 37(3):13-19.
    [6]
    SHE L, WEI M, YOU X Y. Multi-objective layout optimization for sponge city by annealing algorithm and its environmental benefits analysis[J]. Sustainable Cities and Society, 2021, 66(3):102706.
    [7]
    LI Y, HUANG J, HU M, et al. Design of low impact development in the urban context considering hydrological performance and life-cycle cost[J]. Journal of Flood Risk Management, 2020, 13(3):e12625.
    [8]
    章双双, 潘杨, 李一平, 等. 基于SWMM模型的城市化区域LID设施优化配置方案研究[J].水利水电技术, 2018,49(6):10-15.
    [9]
    HOU J M, LIANG Q H, ZHANG H B, et al. Multislope MUSCL method applied to solve shallow water equations[J]. Computer and Mathematics with Applications, 2014,68(12):2012-2027.
    [10]
    SIMONS F, BUSSE T, HOU J M, et al. A model for overland flow and associated processes within the Hydroinformatics Modelling System[J]. Journal of Hydroinformatics, 2014, 16(2):375-391.
    [11]
    杨东, 侯精明, 李东来, 等. 基于扩散波方法的管网排水过程数值模拟[J]. 中国给水排水, 2020, 36(15):113-120.
    [12]
    HOU J M, LIANG Q H, ZHANG H B, et al. An efficient unstructured MUSCL scheme for solving the 2D shallow water equations[J]. Environmental Modelling and Software, 2015,66:131-152.
    [13]
    龚佳辉, 侯精明, 薛阳, 等. 城市雨洪过程模拟GPU加速计算效率研究[J]. 环境工程, 2020, 38(4):164-169

    ,175.
    [14]
    HOU J M, LIANG Q H, SIMONS F, et al. A stable 2D unstructured shallow flow model for simulations of wetting and drying over rough terrains[J]. Computers and Fluids, 2013,82(17):132-147.
    [15]
    栾广学, 侯精明, 杨露, 等. 耦合高效高精度水动力模型的多组分污染物输移及衰减反应模型研究[J/OL]. 水资源保护:1-14[2022-10-22

    ]. http://kns.cnki.net/kcms/detail/32.1356.TV.20210906.1056.004.html。
    [16]
    侯精明, 李东来, 王小军, 等. 建筑小区尺度下LID措施前期条件对径流调控效果影响模拟[J]. 水科学进展, 2019, 30(1):45-55.
    [17]
    胡林凯, 崔东文. 基于SBO-PP模型的水资源可持续发展能力评价模型及应用[J]. 水利经济, 2017, 35(5):7-11.
    [18]
    王兴桦, 侯精明, 李丙尧, 等. 多孔透水砖下渗衰减规律试验研究[J]. 给水排水, 2019, 55(增刊1):68-71.
    [19]
    侯精明, 李钰茜, 同玉, 等. 植草沟径流调控效果对关键设计参数的响应规律模拟[J]. 水科学进展, 2020, 31(1):18-28.
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