[1]杨亚红,闫俊江,蔚阳,等.校园低影响开发渗蓄性能及成因模拟分析[J].深圳大学学报理工版,2020,37(4):362-371.[doi:10.3724/SP.J.1249.2020.04362]
　YANG Yahong,YAN Junjiang,YU Yang,et al.Simulation analysis of infiltration performance and cause of low impact development in university campus[J].Journal of Shenzhen University Science and Engineering,2020,37(4):362-371.[doi:10.3724/SP.J.1249.2020.04362]
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校园低影响开发渗蓄性能及成因模拟分析()
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《深圳大学学报理工版》[ISSN:1000-2618/CN:44-1401/N]

卷:
第37卷
期数:
2020年第4期
页码:
362-371
栏目:
专题：海绵城市
出版日期:
2020-07-15

文章信息/Info

Title:
Simulation analysis of infiltration performance and cause of low impact development in university campus
文章编号:
202004005
作者:
杨亚红1; 闫俊江1; 蔚阳2; 胡家玮1; 张惠宁1
1）兰州理工大学土木工程学院, 甘肃兰州 730050
2）清华大学深圳研究生院，广东深圳 518055
Author(s):
YANG Yahong1;  YAN Junjiang1;  YU Yang2;  HU Jiawei1;  and ZHANG Huining1
1) College of Civil Engineering, Lanzhou University of Technology, Lanzhou 730050, Gansu Province, P.R.China
2) Shenzhen Graduate School of Tsinghua University, Shenzhen 518055, Guangdong Province, P.R.China
关键词:
雨洪管理-地理信息系统模型; 低影响开发; 重现期; 积水成因; 积水量; 降低率
Keywords:
stormwater management model with geographic information system;  low impact development (LID);  return periods;  water causes;  water accumulation quantity;  reduction rate
分类号:
X828
DOI:
10.3724/SP.J.1249.2020.04362
文献标志码:
A
摘要:
以中国兰州市某校区为例，借助雨洪管理-地理信息系统(stormwater management model with geographic information system, SWMM-GIS）模型对该片区在不同重现期降雨条件下，对绿色屋顶和透水铺装的雨水径流控制效果进行模拟．针对地表高程落差较大，管段埋设坡度较大等特点，分析有特殊地形的区域在低影响开发（low impact development, LID）前后，对历时长/短、强降雨的处理效果及可能相关的因素．结果表明，LID设施对节点积水量的控制率随重现期的增加而减弱；在坡度较小、渗透能力良好（包括LID设施的渗透能力）的区域，对中、小重现期降雨形成的径流有较好的改善效果．对坡度较大，并添加透水铺装的子汇水区及邻近的雨水检查井进行局部LID性能分析，发现在特定降雨条件下，LID设施最大入渗量所在时段与最大降雨量的时段可基本重合．研究成果可为水利部门及科研机构探究LID设施性能，以及中国许多城市旧城改造中内涝问题的解决等方面提供参考．
Abstract:
Taking a campus in Lanzhou city of China as an example, we simulate the detention effects of green roofs and permeable pavement under different return periods rainfall conditions by the stormwater management model with geographic information system (SWMM-GIS), and analyze the treatment effect of long and short duration of heavy rainfall and the possible related factors before and after low impact development (LID）with higher elevation drop and bigger buried pipeline slope of pipe section . The results show that control rate of LID facilities on node water volume recedes with the increase of the recurrence period, the areas with small slope and good permeability (including permeability of LID facilities) have a better improvement effect on runoff formed by rainfall in the middle and small recurring periods. In addition, a local LID performance analysis is conducted for the sub-catchment area with a large slope and permeable pavement and the adjacent rain inspection well, and we find that the period of maximum LID infiltration may coincide with the period of maximum rainfall under specific rainfall conditions. Our research results can be used as an effective value for relevant water conservancy departments and research institutions to explore the performance of LID facilities, as well as urban waterlogging and stormwater runoff.

参考文献/References:

［1］ ANA E V, BAUWENS W.Modeling the structural deterioration of urban drainage pipes: the state-of-the-art in statistical methods［J］.Urban Water Journal,2010,7(1):47-59.
［2］ KONG Fanhua, BAN Yulong, YIN Haiwei, et al. Modeling stormwater management at the city district level in response to changes in land use and low impact development［J］. Environmental Modelling & Software, 2017, 95: 132-142.
［3］ 王红武，毛云峰，高原，等．低影响开发(LID)的工程措施及其效果［J］．环境科学与技术，2012，35（10）：99-103．
WANG Hongwu, MAO Yunfeng, GAO Yuan,et al.Engineering measures for low impact development (LID) and their effects［J］. Environmental Science and Technology,2012,35(10):99-103.(in Chinese)
［4］ 汪涛．基于LID的居住场地雨水系统径流量控制方案研究［D］．南昌：南昌大学，2015．
WANG Tao.Research on rainwater runoff control scheme of residential site based on LID［D］.Nanchang:Nanchang University,2015.(in Chinese)
［5］ 仇保兴．海绵城市（LID）的内涵、途径与展望［J］．给水排水，2015，51（3）：1-7．
QIU Baoxing.Sponge city (LID) connotation,approach and prospect［J］.Water & Wastewater Engineering,2015,51(3):1-7.(in Chinese)
［6］ 王建龙，车伍．低影响开发与绿色建筑［J］．中国给水排水，2011, 27（20）：17-20．
WANG Jianlong, CHE Wu.Low impact development and green building［J］.China Water & Wastewater,2011,27(20):17-20.(in Chinese)
［7］ 赵冬泉，王浩正，盛政，等．城市暴雨管理数字化解决方案［J］．中国给水排水，2008, 24（20）：15-19．
ZHAO Dongquan, WANG Haozheng, SHENG Zheng, et al.Digital solutions for urban storm management［J］.China Water & Wastewater,2008,24(20):15-19.(in Chinese)
［8］ 王慧亮，吴泽宁，胡彩虹．基于GIS与SWMM耦合的城市暴雨洪水淹没分析［J］．人民黄河，2017, 39（8）： 31-35,43．
WANG Huiliang, WU Zening, HU Caihong. Analysis of urban stormwater flooding based on GIS and SWMM Coupling［J］.Yellow River,2017,39(8): 31-35,43.(in Chinese)
［9］ ZHANG Shouhong, GUO Yiping. SWMM simulation of the storm water volume control performance of permeable pavement systems［J］. Journal of Hydrologic Engineering, 2014, 20(8): 0601401001-0601401013.
［10］ 黄国如，黄维，张灵敏，等．基于GIS和SWMM模型的城市暴雨积水模拟［J］．水资源与水工程学报，2015, 26（4）：1-6．
HUANG Guoru, HUANG Wei, ZHANG Lingmin,et al.Simulation of urban stormwater accumulation based on GIS and SWMM models［J］.Journal of Water Resources and Water Engineering,2015,26(4):1-6.(in Chinese)
［11］ 刘为．基于GIS的城市暴雨积水模拟预测方法及应用研究［D］．长沙：中南大学，2010．
LIU Wei. Research on GIS-based simulation and prediction method of urban stormwater and its application［D］.Changsha:Central South University,2010.(in Chinese)
［12］ 杨启贵，王汉东．一种大区域洪水淹没范围快速提取的分块种子蔓延算法［J］．华中师范大学学报自然科学版，2015, 49（4）：603-607．
YANG Qigui, WANG Handong.A segmented seed spreading algorithm for quickly extracting large area flood inundation area［J］.Journal of Huazhong Normal University Natural Sciences,2015,49(4):603-607.(in Chinese)
［13］ 陈浩，洪林，梅超，等．基于D8算法的分布式城市雨洪模拟［J］．武汉大学学报工学版，2016（3）： 335-340,346．
CHEN Hao, HONG Lin, MEI Chao,et al.Simulation of distributed urban rain and flood based on D8 algorithm［J］.Engineering Journal of Wuhan University,2016(3): 335-340,346.(in Chinese)
［14］ HUANG Minmin, JIN Shuanggen. A methodology for simple 2-D inundation analysis in urban area using SWMM and GIS［J］. Natural Hazards, 2019, 97(1): 15-43.
［15］ ZHANG Shanghong, WANG Taiwei, ZHAO Bohua. Calculation and visualization of flood inundation based on a topographic triangle network［J］. Journal of Hydrology,2014,509: 406-415.
［16］ XU Zuxin, XIONG Lijun, LI Huaizheng, et al. Runoff simulation of two typical urban green land types with the stormwater management model (SWMM): sensitivity analysis and calibration of runoff parameters［J］. Environmental Monitoring and Assessment, 2019, 191(6): 34301-34316.
［17］ 李伟雨．基于SWMM模型的悦来会展城雨洪模拟研究［D］．重庆：重庆大学，2018．
LI Weiyu. Rainfall simulation of Yuelai convention and exhibition city based on SWMM model［D］.Chongqing:Chongqing University,2018.(in Chinese)
［18］ HUA Pei, YANG Wenyu, QI Xiaochen, et al. Evaluating the effect of urban flooding reduction strategies in response to design rainfall and low impact development［J］. Journal of Cleaner Production, 2020, 242: 118515.
［19］ LU Wei, QIN Xiaosheng. An integrated fuzzy simulation-optimization model for supporting low impact development design under uncertainty［J］.Water Resources Management, 2019, 33(12): 4351-4365.
［20］ LATIFI M, RAKHSHANDEHROO G, NIKOO M R, et al. A game theoretical low impact development optimization model for urban storm water management［J］. Journal of Cleaner Production, 2019, 241: 11832301-11832313.
［21］ 中华人民共和国住房和城乡建设部. GB/T51345—2018海绵城市建设评价标准［S］. 北京：中国建筑工业出版社, 2018.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China. GB/T51345—2018 Assessment standard for sponge city construction effect［S］. Beijing: China Architecture & Building Press,2018.(in Chinese)
［22］ 王杰，杨银，吴红，等．兰州市暴雨强度公式拟合方法研究［J］．高原山地气象研究，2016, 36（4）：23-27．
WANG Jie, YANG Yin, WU Hong,et al.Study on the fitting method of Lanzhou rainstorm intensity formula［J］.Plateau and Mountain Meteorology Research,2016,36(4):23-27.(in Chinese)
［23］ 中华人民共和国住房和城乡建设部. GB50014—2006室外排水设计规范［S］. 北京：中国计划出版社, 2016.
Ministry of Housing and Urban-Rural Development of the People’s Republic of China.GB50014—2006 Code for design of outdoor wastewater engineering［S］. Beijing: China Planning Press,2016.(in Chinese)
［24］ LI J, DENG Chenning, LI H,et al.Hydrological environmental responses of LID and approach for rainfall pattern selection in precipitation Data-Lacked region［J］. Water Resources Management,2018,32(10):3271-3284.
［25］ 孙樱珊．基于Mike Urban模型的北京市老城区合流制溢流污染控制研究［D］．北京：北京交通大学，2018．
SUN Yingshan.Study on the pollution control of combined sewer overflow for the old urban in Beijing based on Mike Urban model［D］.Beijing:Beijing Jiaotong University,2018.(in Chinese)

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备注/Memo

备注/Memo:
Received：2019-12-06；Accepted：2020-02-02
Foundation：Science and Technology Program of Gansu Province（TJ201-G01）
Corresponding author：Associate professor YANG Yahong. E-mail：yangyahong@Lut.cn
Citation：YANG Yahong, YAN Junjiang, YU Yang, et al. Simulation analysis of infiltration performance and cause of low impact development in university campus［J］. Journal of Shenzhen University Science and Engineering, 2020, 37(4): 362-371.（in Chinese）
基金项目：甘肃省科技计划资助项目（TJ201-G01）
作者简介：杨亚红（1976—），兰州理工大学副教授、博士.研究方向：水质净化机理. E-mail: yangyahong@Lut.cn
引文：杨亚红，闫俊江，蔚阳,等. 校园低影响开发渗蓄性能及成因模拟分析［J］. 深圳大学学报理工版，2020，37(4)：362-371.
更新日期/Last Update: 2020-07-26