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城市地表水因错接而造成的污染问题。

Urban surface water pollution problems arising from misconnections.

机构信息

Urban Pollution Research Centre, Middlesex University, UK.

出版信息

Sci Total Environ. 2016 May 1;551-552:163-74. doi: 10.1016/j.scitotenv.2016.01.198. Epub 2016 Feb 12.

Abstract

The impacts of misconnections on the organic and nutrient loadings to surface waters are assessed using specific household appliance data for two urban sub-catchments located in the London metropolitan region and the city of Swansea. Potential loadings of biochemical oxygen demand (BOD), soluble reactive phosphorus (PO4-P) and ammoniacal nitrogen (NH4-N) due to misconnections are calculated for three different scenarios based on the measured daily flows from specific appliances and either measured daily pollutant concentrations or average pollutant concentrations for relevant greywater and black water sources obtained from an extensive review of the literature. Downstream receiving water concentrations, together with the associated uncertainties, are predicted from derived misconnection discharge concentrations and compared to existing freshwater standards for comparable river types. Consideration of dilution ratios indicates that these would need to be of the order of 50-100:1 to maintain high water quality with respect to BOD and NH4-N following typical misconnection discharges but only poor quality for PO4-P is likely to be achievable. The main pollutant loading contributions to misconnections arise from toilets (NH4-N and BOD), kitchen sinks (BOD and PO4-P) washing machines (PO4-P and BOD) and, to a lesser extent, dishwashers (PO4-P). By completely eliminating toilet misconnections and ensuring misconnections from all other appliances do not exceed 2%, the potential pollution problems due to BOD and NH4-N discharges would be alleviated but this would not be the case for PO4-P. In the event of a treatment option being preferred to solve the misconnection problem, it is shown that for an area the size of metropolitan Greater London, a sewage treatment plant with a Population Equivalent value approaching 900,000 would be required to efficiently remove BOD and NH4-N to safely dischargeable levels but such a plant is unlikely to have the capacity to deal satisfactorily with incoming PO4-P loads from misconnections.

摘要

利用位于伦敦大都市区和斯旺西市的两个城市子流域的特定家用器具数据,评估了连接错误对地表水质的有机和营养负荷的影响。根据特定器具的实测日流量,并根据实测日污染物浓度或从文献广泛综述中获得的相关灰水和黑水来源的平均污染物浓度,针对三种不同情景,计算了因连接错误而产生的生化需氧量(BOD)、可溶解性反应磷(PO4-P)和氨氮(NH4-N)的潜在负荷。根据推导的连接错误排放浓度,预测下游受纳水体浓度及其相关不确定性,并与可比河流类型的现有淡水标准进行比较。考虑稀释比表明,在典型的连接错误排放后,为了保持 BOD 和 NH4-N 的高水质,需要将稀释比提高到 50-100:1,但 PO4-P 的水质可能只能达到较差的水平。连接错误的主要污染物负荷来自厕所(NH4-N 和 BOD)、厨房水槽(BOD 和 PO4-P)、洗衣机(PO4-P 和 BOD),洗碗机的贡献较小(PO4-P)。如果完全消除厕所连接错误,并确保所有其他器具的连接错误不超过 2%,则可以缓解因 BOD 和 NH4-N 排放而导致的潜在污染问题,但 PO4-P 则不然。如果选择处理方案来解决连接错误问题,那么对于像大伦敦都市区那么大的一个区域,需要一个接近 90 万人当量的污水处理厂,才能有效地去除 BOD 和 NH4-N,使其达到安全排放水平,但这样的工厂不太可能有能力令人满意地处理来自连接错误的 PO4-P 负荷。

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