LID设施布局对城市径流与污染负荷影响评估OA北大核心CSTPCD
Assessment of the Impact of LID Facility Layout on Urban Runoff and Pollution Loads
关于低影响开发(LID)空间布局对水量水质控制效果影响的研究较为缺乏.针对上述问题,以郑州市中原区为对象,基于 SWMM 模型原理构建布设 LID 设施的研究区城市水量水质模型.所提模型依据城市综合径流系数的经验值以及研究区实际情况,将中原区划分为城市建筑高、中、低密集区,并在研究区高、中、低密集子汇水区布设不同比例的 LID设施(S1~S5),计算不同雨量级别下不同空间格局下的 LID 设施对水量水质的控制效果.结果表明:随着雨量级别的增大,LID方案的径流总量削减率、峰值流量削减率和 TSS负荷削减率不断减小.在降雨级别为暴雨、大雨和中雨时,在高、中、低密集子汇水区布设占比分别为 35%、35%和 30%的 LID 方案(S5),其径流总量削减率超过 80%,峰值流量削减率超过 70%,且 TSS负荷削减率超过 50%.从各事件下水量与水质综合指标评估来看,该方案表现最佳.
In view of the lack of studies on the impact of low impact development(LID)spatial layout on the con-trol effect of water quantity and quality,Zhongyuan District of Zhengzhou City as a target area,its urban water quantity and quality model with LID facilities was built based on SWMM model principle.Based on the empirical value of urban comprehensive runoff coefficient and the actual situation of the area,Zhongyuan District was divided into high,medium and low-density areas of urban buildings,and different proportions of LID(S1-S5)were de-ployed in the high,medium and low-density urban areas,and the control effect of different spatial patterns of LID facilities on water quantity and quality under different rainfall levels was calculated.The results showed that with the increase of rainfall level,the total runoff reduction rate,peak flow reduction rate and TSS load reduction rate of LID scheme continued to decrease.When rainfall levels were rainstorm,heavy rain and moderate rain,LID scheme(S5)with a proportion of 35%,35%and 30%were deployed in high,medium and low dense urban areas,and the total runoff reduction rate exceeded 80%,the peak flow reduction rate exceeded 70%,and the TSS load reduc-tion rate exceeded 50%.From the comprehensive index evaluation of water quantity and water quality in each e-vent,the program had the best performance.
窦明;闫佳佳;王偲;关健;李桂秋;侯进进
郑州大学 生态与环境学院,河南 郑州 450001江苏省水文水资源勘测局 南通分局,江苏 南通 226006河南省自然资源监测和国土整治院,河南 郑州 450018水利部长江水利委员会 长江科学院,湖北 武汉 430012
环境科学
SWMM模型LID设施空间布局径流总量削减率管段超载TSS负荷削减率
SWMM modelspatial layout of LID facilitytotal runoff reduction ratepipe section overloadTSS load reduction rate
《郑州大学学报(工学版)》 2024 (004)
87-94 / 8
河南省高等学校重点科研项目(21A570008);河南省科技攻关项目(222102320211)
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