The Characteristics and Traceability Analysis of the Overflow Pollution During the Flood Season in an Urban Area

The issue of combined sewer overflow (CSO) triggered by rainfall has become a significant obstacle to the improvement of water environment quality. This study conducted a long-term monitoring of three types of rainwater outlets, i.e., combined sewer overflows (Test-CSO), separated sewer outlets (Test-SSO), and partially separated sewer outlets (Test-PSSO), to reveal the characteristics of overflow pollution and trace its sources by monitoring the pollutants from different underlying surfaces across various urban functional areas. The results showed that the major pollutants in overflow events exhibited the following order: COD ≥ TSS > TN > TAN > TP. Rainwater elevated COD and TSS in the Test-CSO, while reducing nitrogen and phosphorus concentrations by dilution. The Test-PSSO experienced varying degrees of overflow pollution, primarily due to the sewer sediment. A negative relationship between the rainfall and peak time of overflow pollution was observed. The traceability analysis indicated the overall pollution intensity exhibited the following order: residential areas > industrial parks > commercial areas. In addition to commercial areas, the pollution intensity across underlying surfaces generally exhibited the following order: roofs > roads > grasslands. The roof runoff was an important source of pollutants for overflow pollution, and TSS and COD were the major contributors. Notably, grasslands had a buffering effect on pollutants and pH.

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Publication Details

Journal
Water
Published
2024-11-05
DOI
https://doi.org/10.3390/w16223159
Citations
3
Primary Topic
Urban Stormwater Management Solutions
Type
article
Field-Weighted Citation Impact
0.62

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article

The Characteristics and Traceability Analysis of the Overflow Pollution During the Flood Season in an Urban Area

Long Huang, Shaofeng Yan, Yuan Li, Yingke Fang et al.
3 citations
Water
Urban Stormwater Management Solutions
0.62
article

The Characteristics and Traceability Analysis of the Overflow Pollution During the Flood Season in an Urban Area

Long Huang, Shaofeng Yan, Yuan Li, Yingke Fang, Guoqiang Li, Jie Li, Hongbin Xu, Mingzhe Lv, Gangfu Song
article en
3 citations

Abstract

The issue of combined sewer overflow (CSO) triggered by rainfall has become a significant obstacle to the improvement of water environment quality. This study conducted a long-term monitoring of three types of rainwater outlets, i.e., combined sewer overflows (Test-CSO), separated sewer outlets (Test-SSO), and partially separated sewer outlets (Test-PSSO), to reveal the characteristics of overflow pollution and trace its sources by monitoring the pollutants from different underlying surfaces across various urban functional areas. The results showed that the major pollutants in overflow events exhibited the following order: COD ≥ TSS > TN > TAN > TP. Rainwater elevated COD and TSS in the Test-CSO, while reducing nitrogen and phosphorus concentrations by dilution. The Test-PSSO experienced varying degrees of overflow pollution, primarily due to the sewer sediment. A negative relationship between the rainfall and peak time of overflow pollution was observed. The traceability analysis indicated the overall pollution intensity exhibited the following order: residential areas > industrial parks > commercial areas. In addition to commercial areas, the pollution intensity across underlying surfaces generally exhibited the following order: roofs > roads > grasslands. The roof runoff was an important source of pollutants for overflow pollution, and TSS and COD were the major contributors. Notably, grasslands had a buffering effect on pollutants and pH.

WaterVol. 16(22)
North China University of Water Resources and Electric Power (CN), Zhengzhou University (CN)
U.S. Department of Transportation, Henan Provincial Department of Transportation, Zhengzhou University, Division of Graduate Education
Clean water and sanitation
Openalex Percentile: Top 35%
Urban Stormwater Management Solutions
0.62
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