雨水调蓄池与苏州河市政泵站排江污染削减分析

雨天苏州河延岸市政泵站的排江污染是造成苏州河水质不稳定的原因之一,在兼顾防汛与截污的基础上,对延岸大泵站建设雨水调蓄池是削减苏州河排江污染负荷的重要工程,通过对成都路调蓄池试运行研究,估算每年可削减成都路泵站排江量50%以上,削减CODcr 11.53吨、SS 4.76吨。     

Diffuse pollution loading from urban stormwater runoff in Daejeon city, Korea

In this paper, stormwater runoff from an urban watershed with combined sewer systems located in Daejeon metropolitan city, Korea, was characterized to measure the stormwater runoff discharge rates and pollutant concentrations. The observed averaged event mean concentrations (EMCs) of combined sewer overflows (CSO) were 536.1mg TSS/L, 467.7 mg TCODcr/L, 142.7 mg TBOD/L, 16.5mg TN/L, and 13.5mg TP/L. A detention basin was proposed to reduce CSO, and its essential design elements were discussed. The first flush significantly affected contaminant constituents in the descending order of suspended solid>organics>nutrients. Storage volumes for containing the first flush to improve water quality of the receiving stream can be estimated based on the total suspended solid loading. In this study, detention of the first flush equivalent to 5mm of precipitation could reduce CSO-induced diffuse pollution loading to a receiving water body by up to 80% of the total suspended solid loading.     

上海中心城区合流制排水系统调蓄池环境效应研究

于2006~2008年同步监测了上海中心城区成都路合流制排水系统20余次的降雨、径流和径流水质过程,研究了国内首座投入使用的城市大型排水系统调蓄池的环境效应.结果表明,调蓄池有效提高了排水系统排水能力,系统截流倍数可从3.87倍提高到6.90~9.92倍.对暴雨溢流和旱流试车溢流的年际平均削减量分别为9.10×104m3和8.37×104m3,削减率分别达9.00%和100%.对暴雨溢流COD、BOD5、SS、NH4+-N和TP的年际平均削减率分别为13.76%、19.69%、15.29%、18.24%和15.10%,相应削减量分别为41.21、12.37、50.10、2.12和0.29 t.a-1.调蓄池可100%削减旱流试车溢流污染,相应污染物的削减量分别为20.75、4.87、14.90、4.49和0.30 t.a-1.分析显示调蓄池设计标准、运行模式和降雨条件是影响调蓄池环境效应发挥的重要因素.