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Effectiveness Analysis of Systematic Combined Sewer Overflow Control Schemes in the Sponge City Pilot Area of Beijing

Dados Bibliográficos

ID15512596
AutoresYongwei Gong (0000-0001-5439-6635, Beijing University of Civil Engineering and Architecture), Ye Chen (0000-0003-4265-7396, Beijing University of Civil Engineering and Architecture), Lei Yu (0000-0001-7883-197X, Beijing Water Science and Technology Institute), Junqi Li (0000-0002-6898-2202, Beijing University of Civil Engineering and Architecture, autor correspondente), Xingyao Pan (Beijing Water Science and Technology Institute), Zhenyao Shen (0000-0002-6620-1943, Beijing Normal University), Xiang Xu (0000-0002-7166-4897, Beijing University of Civil Engineering and Architecture), Qianying Qiu (Beijing Water Science and Technology Institute)
Ano2019
Volume16
Fascículo9
Páginas1503-1503
Data de publicação2019-04-28
Peer ReviewedSim
Open AccessSim
TipoARTICLE
PeriódicoInternational Journal of Environmental Research and Public Health (JOURNAL)
Identificadores do periódicoISSN: 1661-7827 • E-ISSN: 1660-4601
EditoraMultidisciplinary Digital Publishing Institute (PUBLISHER • CH)
DOI10.3390/ijerph16091503
PMID31035357
OpenAlexW2941063808
IdiomaEN
Referências citadas21

Combined sewer overflow (CSO) pollution poses a serious threat to the urban water environment and is more severe in old urban areas. This research uses the old urban area in the sponge city pilot area in Tongzhou District, Beijing, as the study area. The United States Environmental Protection Agency (USEPA) storm water management model (SWMM) was used to establish the hydrologic and hydraulic model of this area. The model parameters were calibrated and validated based on the measured rainfall and runoff data. The results show that the Nash-Sutcliffe efficiency coefficient for calibration and validation is more than 0.74. Thirty-two sets of systematic CSO control schemes are formulated, which include the "gray (includes the pipes, pumps, ditches, and detention ponds engineered by people to manage stormwater) strategy" and "gray-green strategies", and the regularity of CSO control for "low impact development (LID) facilities at the source", "intercepting sewer pipes at the midway", and "storage tank at the end", are quantitatively analyzed. The results show that the LID facility has an average annual reduction rate of 22% for the CSO frequency and 35% to 49% for the CSO volume. The retrofitting of intercepting sewer pipes has an average annual reduction rate of 11% for the CSO frequency and 4% to 15% for the CSO volume, and the storage tank has an average annual reduction rate from 3% to 36% for the CSO volume; furthermore, the reduction rate decreases with the increase in the CSO volume reduction rate by LID facilities. When the CSO control target is stricter, the control effect of the "end" segment is more obvious, but the control efficiency is lower. By studying the variability of the storage tank volume under different control targets, it can be concluded that it is reasonable to set the CSO control target because the number of overflow events does not exceed four times per year for the study area

Beijing · Combined sewer · Geography · Hydrology (agriculture · Low-impact development · Sanitary sewer · Storm Water Management Model · Stormwater · Stormwater management · Surface runoff · Urban area · Volume (thermodynamics · Engineering · Environmental Science · Flood Risk Assessment and Management · Hydrology and Watershed Management Studies · Urban Stormwater Management Solutions · Environmental Engineering · Pollution

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    Open Access•Maria Raquel Catalano de Sousa, Franco Montalto et al.•Journal of Industrial Ecology•2012

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