Effects of urban catchment characteristics on combined sewer overflows

Pollution from Combined Sewer Overflows (CSOs) cause diffuse environmental problems, which are still not satisfactorily addressed by current management practices. In this study, a sensitivity analysis was conducted on several CSO environmental impact indicators, with respect to parameters that chara...

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Bibliographic Details
Published inEnvironmental research Vol. 244; p. 117945
Main Authors Farina, Alessandro, Gargano, Rudy, Greco, Roberto
Format Journal Article
LanguageEnglish
Published Netherlands Elsevier Inc 01.03.2024
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Summary:Pollution from Combined Sewer Overflows (CSOs) cause diffuse environmental problems, which are still not satisfactorily addressed by current management practices. In this study, a sensitivity analysis was conducted on several CSO environmental impact indicators, with respect to parameters that characterise climate, urban catchment and the CSO structure activation threshold. The sensitivity analysis was conducted by running 10000 simulations with the Storm Water Management Model, using a simplified modelling approach. The indicators were calculated at yearly scale to evaluate overall potential effects on water bodies. The results could be used to estimate pollution load ranges, known the values of the input parameters, and to investigate suitable strategies to reduce pollution of the receiving water bodies. The percentage of impervious surface of the catchment was found the most influent parameter on all the indicators, and its reduction can contain the discharged pollutant mass. The activation threshold, instead, resulted the second least influent parameter on all the indicators, suggesting that its regulation alone would not be a suitable strategy to reduce CSO pollution. However, along with the reduction of the imperviousness, its increase could effectively decrease the concentration of pollutant in the overflow. The results also indicate that neither adopting sustainable urban drainage practices, nor interventions on the CSO device, significantly affect the frequency of the overflows. Therefore, restricting this latter was found to be ineffective for the reduction of both the discharged pollutant mass and the concentration of pollutant in the overflow. •A generalised method to assess CSO pollution load is presented.•The frequency of CSO activation is not an effective indicator of pollution.•Reducing the percentage of impervious surfaces helps to reduce CSO pollution.•Increasing the dilution for CSO activation has little effect on pollution control.•CSO reduction strategies must consider water body characteristics.
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content type line 23
ISSN:0013-9351
1096-0953
DOI:10.1016/j.envres.2023.117945