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LID改造对城市内涝与面源污染的影响
引用本文:雷向东,赖成光,王兆礼,曾照洋,林广思,赵俊维.LID改造对城市内涝与面源污染的影响[J].水资源保护,2021,37(5):131-139.
作者姓名:雷向东  赖成光  王兆礼  曾照洋  林广思  赵俊维
作者单位:1.华南理工大学土木与交通学院,广东 广州510641; 2.华南理工大学亚热带建筑科学国家重点实验室,广东 广州510640;3.肇庆市恒发农业科技有限公司,广东 肇庆526114
基金项目:国家自然科学基金(51879107,51709117);广东省水利科技创新项目(2020A0505100009)
摘    要:为了探究低影响开发(LID)措施对城市雨水-径流-污染过程的改善效果,以广州市某区域为例,提出了4种LID改造措施(绿色屋顶、生物滞留池、透水铺装、3种LID组合),并构建了SWMM模型来模拟分析5种暴雨重现期下不同LID改造措施的水文水质效应。结果表明:单一LID改造措施下,暴雨重现期较大时透水铺装效果最好,该情景下洪峰削减率、峰现时间延迟和总流量削减率都达到了最大;3种LID组合对总流量削减率最高,为26-12%~34-40%;单一LID改造措施下,透水铺装对COD与NH3-N质量浓度峰值削减和峰现时间延迟效果最佳;3种LID组合对COD和NH3-N总量削减率最高,分别为50-51%~60-83%和53-16%~58-47%。LID改造措施对城市内涝、COD和NH3-N都有不同程度的减轻或削减,其中LID组合改造措施的效果最好。

关 键 词:SWMM模型  低影响开发  面源污染  暴雨内涝
收稿时间:2020/4/9 0:00:00

Influence of LID adaptation on urban flooding and non-point source pollution
LEI Xiangdong,LAI Chengguang,WANG Zhaoli,ZENG Zhaoyang,LIN Guangsi,ZHAO Junwei.Influence of LID adaptation on urban flooding and non-point source pollution[J].Water Resources Protection,2021,37(5):131-139.
Authors:LEI Xiangdong  LAI Chengguang  WANG Zhaoli  ZENG Zhaoyang  LIN Guangsi  ZHAO Junwei
Affiliation:School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China;School of Civil Engineering and Transportation, South China University of Technology, Guangzhou 510640, China; State key Laboratory of Subtropical Building Science, South China University of Technology, Guangzhou 510640, China; Zhaoqing Hengfa Agricultural Technology Co., Ltd., Zhaoqing 526114, China
Abstract:In order to explore the improvement effect of low-impact development(LID)measures on the urban rainwater-runoff-pollution process, we took an area in Guangzhou as the research object and proposed four LID reconstruction measures(green roof, bioretention cell, permeable pavement, combination of three LID), and the SWMM model was constructed to simulate and analyze the hydrological and water quality effects of the different LID reconstruction measures under the five rainstorm recurrence periods. The results show that: under the single LID, the permeable pavement effect is the best when the rainfall recurrence period is large. Under this scenario, the flood peak flow reduction rate, peak time delay and total flow reduction rate have reached the maximum; In addition, combination of three LID has the highest total flow reduction rate of 26. 12% ~ 34. 40%; Under a single LID, permeable pavement has the best effect on COD and NH3-N concentration peak reduction and peak time delay; The combination of three LID have the highest reduction rates for COD and NH3-N, Which is 50. 51%~ 60. 83% and 53. 16 %~ 58. 47%, respectively. The LID reconstruction measures have reduced urban flooding, COD and NH3-N to varying degrees, and the combination of LID reconstruction measures has the best effect.
Keywords:SWMM model  low impact development  non-point source pollution  rainstorm flooding
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