|Table of Contents|

Synergistic Relationship Between Runoff Control Rate and Pollutant Load Reduction Rate at Different Spatial Scales—Taking Xixian New District in Xi'an City of Shaanxi Province, China as an Example(PDF)

《地球科学与环境学报》[ISSN:1672-6561/CN:61-1423/P]

Issue:
2025年第03期
Page:
526-536
Research Field:
黄河流域生态保护和高质量发展专刊(上)
Publishing date:

Info

Title:
Synergistic Relationship Between Runoff Control Rate and Pollutant Load Reduction Rate at Different Spatial Scales—Taking Xixian New District in Xi'an City of Shaanxi Province, China as an Example
Author(s):
WANG Zheng-fa1 LIU Kun-rang2 HOU Jing-ming2* LIU Li-jun2 PING Yang1 CHEN Chen-yu1 ZHANG Zhen-zhou1 XU Hao1 CHEN Jie1
(1.PowerChina Eco-environmental Group Co.,Ltd.,Shenzhen 518102,Guangdong,China; 2.State Key Laboratory of Water Engineering Ecology and Environment in Arid Area,Xi'an University of Technology,Xi'an 710048,Shaanxi,China)
Keywords:
non-point source pollution spatial scale fitting function cooperation coefficient SWMM model runoff control pollution load
PACS:
X52
DOI:
10.19814/j.jese.2024.09049
Abstract:
Taking Fengxi new city and Tianfuheyuan community in Xixian new district of Xi'an city, Shaanxi province as examples, the calculation model of rainfall runoff and non-point source pollution load was constructed based on storm water management model(SWMM), and 45 rainfall conditions under 9 rainfall recurrence periods and 5 rainfall peak coefficients were designed; the synergistic relationships between runoff control rate and pollution load reduction rate at different spatial scales were analyzed. The results show that the runoff control rate and pollution load reduction rate of Fengxi new city and Tianfuheyuan community show a decreasing trend under the condition of rainfall intensity and precipitation in different rainfall recurrence periods, and the decrease rate is most significant when the rainfall peak coefficient is 0.5; under the condition of different rainfall peak coefficients, the runoff control rate and the load reduction rate of the four pollutants in Fengxi new city and Tianfuheyuan community have basically the same changes with the rainfall recurrence period, and the two also maintain a good linear fitting relationship at different spatial scales, and the fitting curves are highly similar, with the cooperation coefficient greater than 0.931; there is a high degree of quantitative synergistic relationship between runoff control rate and pollutant load reduction rate at different spatial scales.

References:

[1] 江竹青,杨忆欣,许文斌,等.城市地表径流水质模型研究进展[J].给水排水,2023,59(增2):397-404.
JIANG Zhu-qing,YANG Yi-xin,XU Wen-bin,et al.Progress in Urban Surface Runoff Water Quality Mo-del[J].Water & Wastewater Engineering,2023,59(S2):397-404.
[2] 马仕先,周 刚,童思陈,等.基于HSPF模型的平原河网地区流域划分[J].人民长江,2023,54(11):76-82.
MA Shi-xian,ZHOU Gang,TONG Si-chen,et al.Watershed Partitioning in Plain River Network Area Ba-sed on HSPF Model[J].Yangtze River,2023,54(11):76-82.
[3] XUE B L,ZHANG H W,WANG G Q,et al.Evaluating the Risks of Spatial and Temporal Changes in Nonpoint Source Pollution in a Chinese River Basin[J].Science of the Total Environment,2022,807:151726.
[4] 岳桢铻,李一平,周玉璇,等.南宁市老城区降雨径流溯源及污染特征分析[J].环境科学,2022,43(4):2018-2029.
YUE Zhen-wu,LI Yi-ping,ZHOU Yu-xuan,et al.Analysis on the Source Tracing and Pollution Characteristics of Rainfall Runoff in the Old Urban Area of Nanning City[J].Environmental Science,2022,43(4):2018-2029.
[5] 任智慧,赵春发,王青青,等.复杂流域氮磷污染物输出特征及模拟:以南京市云台山河流域为例[J].农业环境科学学报,2021,40(1):174-184.
REN Zhi-hui,ZHAO Chun-fa,WANG Qing-qing,et al.Characteristics and Simulation of Nitrogen and Pho-sphorus in Complex Watersheds:A Case Study in the Yuntaishan River Basin in Nanjing City,China[J].Journal of Agro-environment Science,2021,40(1):174-184.
[6] 蒋婧媛,徐姗楠,黄洪辉,等.基于L-THIA模型与3S技术的大亚湾陆域非点源总氮污染研究[J].应用海洋学学报,2019,38(4):558-568.
JIANG Jing-yuan,XU Shan-nan,HUANG Hong-hui,et al.Non-point Source Pollution Load of Total Nitrogen in Daya Bay Catchment Based on L-THIA Model and 3S Techniques[J].Journal of Applied Oceanography,2019,38(4):558-568.
[7] 张建云.非点源污染模型研究[J].水科学进展,2002,13(5):547-551.
ZHANG Jian-yun.A Study on the Non-point Source Pollution Model[J].Advances in Water Science,2002,13(5):547-551.
[8] 由丹丹.基于SWMM模型肇兰新河哈尔滨段流域非点源污染研究[D].哈尔滨:哈尔滨师范大学,2023.
YOU Dan-dan.Research on Non-point Source Pollution in the Harbin Section of the Zhaolanxin River Basin Based on SWMM Model[D].Harbin:Harbin Normal University,2023.
[9] 严 萌,董延军.城市降雨径流污染负荷模拟研究[J].中国资源综合利用,2024,42(10):12-14.
YAN Meng,DONG Yan-jun.Simulation Study on Po-llution Load of Rainfall Runoff in Urban Area[J].China Resources Comprehensive Utilization,2024,42(10):12-14.
[10] 李 洁,高 赞,王语翡,等.屋面雨水干-湿沉降氮污染物迁移转化特性[J].中国环境科学,2023,43(7):3655-3663.
LI Jie,GAO Zan,WANG Yu-fei,et al.Nitrogen Migration Characteristics of Dry and Wet Depositions in Roofing Rainwater[J].China Environmental Science,2023,43(7):3655-3663.
[11] CHEN M J,LI W Y,DONG Z Q,et al.Characterization of Silica Sand-based Pervious Bricks and Their Performance under Stormwater Treatment[J].Water,2024,16(18):2625.
[12] 邓陈宁.不同空间尺度城市低影响开发的环境水文效应模拟[D].西安:西安理工大学,2018.
DENG Chen-ning.Simulation of Environmental Hy-drological Effects of Urban LID in Different Spatial Scales[D].Xi'an:Xi'an University of Technology,2018.
[13] FLEMING P M,STEPHENSON K,COLLICK A S,et al.Targeting for Nonpoint Source Pollution Reduction:A Synthesis of Lessons Learned,Remaining Cha-llenges,and Emerging Opportunities[J].Journal of Environmental Management,2022,308:114649.
[14] 王琳芳,李慧娴,梁 森,等.徐州市城市降雨地表径流污染特征分析[J].江苏建筑职业技术学院学报,2023,23(3):32-36.
WANG Lin-fang,LI Hui-xian,LIANG Sen,et al.Analysis of Pollution Characteristics of Urban Rainfall Surface Runoff in Xuzhou City[J].Journal of Jiangsu Vocational Institute of Architectural Techno-logy,2023,23(3):32-36.
[15] 何胜男,陈文学,廖定佳,等.城市场次降雨径流污染负荷快速估算方法[J].湖泊科学,2021,33(1):138-147.
HE Sheng-nan,CHEN Wen-xue,LIAO Ding-jia,et al.Rapid Estimation Method of Pollution Load from Ea-ch Rainfall-runoff in Urban Area[J].Journal of Lake Sciences,2021,33(1):138-147.
[16] 熊 赟,李子富,胡爱兵,等.某低影响开发居住小区水量水质的SWMM模拟[J].中国给水排水,2015,31(17):100-103.
XIONG Yun,LI Zi-fu,HU Ai-bing,et al.Simulation of Effect of LID Facilities on Water Quantity and Quality in Residential Area Based on SWMM[J].China Water & Wastewater,2015,31(17):100-103.
[17] RONG Q Q,LIU Q M,YUE W C,et al.Optimal Design of Low Impact Development at a Community Sca-le Considering Urban Non-point Source Pollution Ma-nagement Under Uncertainty[J].Journal of Cleaner Production,2024,434:139934.
[18] 杜颖恩,侯精明,马红丽,等.基于SWMM的LID设施空间格局优化模拟研究[J].中国给水排水,2021,37(19):120-125.
DU Ying-en,HOU Jing-ming,MA Hong-li,et al.Spa-tial Pattern Optimization of LID Facility Based on SWMM[J].China Water & Wastewater,2021,37(19):120-125.
[19] 李明慧,侯精明,王 添,等.基于SWMM的银川市金凤区雨洪模拟及LID效果评估[J].水资源与水工程学报,2023,34(2):128-134.
LI Ming-hui,HOU Jing-ming,WANG Tian,et al.Rainstorm Simulation and LID Effect Evaluation of Jinfeng District,Yinchuan Based on SWMM[J].Journal of Water Resources and Water Engineering,2023,34(2):128-134.
[20] 马晓宇,朱元励,梅 琨,等.SWMM模型应用于城市住宅区非点源污染负荷模拟计算[J].环境科学研究,2012,25(1):95-102.
MA Xiao-yu,ZHU Yuan-li,MEI Kun,et al.Application of SWMM in the Simulation of Non-point Source Pollution Load in Urban Residential Area[J].Resear-ch of Environmental Sciences,2012,25(1):95-102.
[21] 侯精明,董美君,李东来,等.超标暴雨下城市雨水管网排水效果:以西安市沣西新城为例[J].地球科学与环境学报,2023,45(2):427-436.
HOU Jing-ming,DONG Mei-jun,LI Dong-lai,et al.Drainage Effect of Urban Drainage-pipe Network Under Extreme Rainstorms:Taking Fengxi New City in Xi'an City,China as an Example[J].Journal of Earth Sciences and Environment,2023,45(2):427-436.
[22] 官奕宏,吕 谋,王 灿,等.低影响开发技术的雨洪控制效果及水质影响分析:基于SWMM模型[J].中国农村水利水电,2017(1):84-87,93.
GUAN Yi-hong,LYU Mou,WANG Can,et al.LID Stormwater Control Effect and Water Quality Simulation Based on SWMM[J].China Rural Water and Hydropower,2017(1):84-87,93.
[23] LIN B Q,AN X Q,ZHAO C,et al.Analysis of Urban Composite Non-point Source Pollution Characteristics and Its Contribution to River DOM Based on EEMs and FT-ICR MS[J].Water Research,2024,266:122406.
[24] 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.
HOU Jing-ming,LI Dong-lai,WANG Xiao-jun,et al.Effects of Initial Conditions of LID Measures on Runoff Control at Residential Community Scale[J].Advances in Water Science,2019,30(1):45-55.
[25] 栾广学,侯精明,马 鑫,等.建筑小区尺度下径流控制率与非点源污染负荷削减率协同关系研究[J].水资源保护,2023,39(1):208-215.
LUAN Guang-xue,HOU Jing-ming,MA Xin,et al.Research on Synergistic Relationship Between Runoff Control Rate and Non-point Source Pollution Load Reduction Rate at Residential Community Scale[J].Water Resources Protection,2023,39(1):208-215.
[26] 朱芳琳.基于SWMM的LID方案地表径流和面源污染控制效果模拟及综合评价研究[D].青岛:青岛理工大学,2023.
ZHU Fang-lin.LID Schemes Surface Runoff and Non-point Source Pollution Control Effect Simulation and Comprehensive Evaluation Based on SWMM[D].Qingdao:Qingdao University of Technology,2023.

Memo

Memo:
-
Last Update: 2025-06-20