Urban surface water pollution problems arising from misconnections

被引:17
|
作者
Revitt, D. Michael [1 ]
Ellis, J. Bryan [1 ]
机构
[1] Middlesex Univ, Urban Pollut Res Ctr, London N17 8HR, England
关键词
Misconnections; Stormwater sewers; Urban surface waters; Pollutant; (BOD; PO4-P; NH4-N); loadings; Remediation schemes; GREYWATER REUSE; QUALITY; REMEDIATION; STORMWATER; MANAGEMENT; OUTFALLS;
D O I
10.1016/j.scitotenv.2016.01.198
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
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. (C) 2016 Elsevier B.V. All rights reserved.
引用
收藏
页码:163 / 174
页数:12
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