American Journal of Water Science and Engineering

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Research on Design Method Optimization of Combined Sewer Overflow Detention Tank

Received: Dec. 14, 2019    Accepted: Jan. 03, 2020    Published: Jan. 21, 2020
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Abstract

Detention tank is widely used in urban waterlogging control, rainwater runoff pollution control, combined sewer overflow (CSO) control and rainwater utilization, etc. For detention tanks in different types or functions, their design methods, construction forms and ways of operation and management are very different. In recent years, many cities in China have begun to apply or plan to build CSO detention tanks to control the CSO pollution, but there are still many problems and puzzles in designing the tank. This paper summarizes and evaluates the common design methods of CSO detention tank at China and abroad. Based on the physical projects in which the author has participated in, the scale and control effect of the CSO detention tank are studied by model simulation, taking a combined sewer system catchment in the Beijing old city as examples. Based on the analysis, the long-term simulation method is recommended for designing of CSO detention tanks in China, and a design criteria suitable for a larger range can be determined through research and analysis of a typical and representative area if there is no way to research every area. At last, several key factors that affect greatly the scale and pollutant control efficiency of CSO detention tank are summarized and analyzed, including objectives of CSO control, rainfall characteristics, CSO pollutants transport law, interception multiple, capacity of wastewater treatment plant, space conditions and investment, layout of detention tank and operation mode of detention tank. Hope to provide reference for the scientific designing of CSO detention tank and realize cost-effectively controlling CSO in cities of China.

DOI 10.11648/j.ajwse.20200601.11
Published in American Journal of Water Science and Engineering ( Volume 6, Issue 1, March 2020 )
Page(s) 1-9
Creative Commons

This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited.

Copyright

Copyright © The Author(s), 2024. Published by Science Publishing Group

Keywords

Combined Sewer Overflow, Detention Tank, Design Method, Cost-effective, China

References
[1] Che Wu, Tang Lei. Research on strategies of Urban combined sewer system reconstruction and overflow pollution control in China [J]. Water & Wastewater, 2012, 48 (03); 1-5.
[2] Code for design of outdoor wastewater engineering, GB 50318-2012.
[3] Paolo S. Calabro, Gaspare Viviani; Simulation of the operation of detention tanks. Water Research. 2006, 40; 83-90.
[4] Zhang Shanfa. Research on prevention technology of rainwater overflow pollution in combined sewer system [D]. Shanghai; Tongji University, 2006. DOI: 10.7666/d.y1031954.
[5] Cheng Xi, Che Wu, Tang Lei, Yang Zheng. Analysis of combined sewer overflow control planning and development process of the US [J]. China Water Supply and Drainage. 2017 (06).
[6] Zhang Xudong, Huang Haiwei, Zeng Siyu, Dong Xin. Analysis of water pollution load sources in Kunming's main urban area and estimation of its emission reduction potential [J]. Water Supply and Sewerage, 2019, 55 (S1); 116-121 + 125.
[7] Jia Nan, Wang Wenliang, Che Wu, Li Junqi, Wang Ersong. Analysis of combined sewer overflow control standards in the US and its implications for China [J]. China Water & Wastewater, 2019, 35 (07); 121-127.
[8] Combined sewer overflows (CSOs). NYC Department of Environment Protection. http://www.nyc.gov/html/dep/html/stormwater/combined_sewer_overflow.shtml. 2018.
[9] The Washington administrative code (173-245-020). Washington State Legislature. http; //apps.leg.wa.gov/WAC/default.aspx?cite=173-245-020. 2018.
[10] Report to congress combined sewer overflows into the great lakes basin. U S Environmental Protection Agency. 2016.
[11] Tang Lei, Che Wu, Zhao Yang, Gong Yongwei. Study on the first flush and control strategy of combined sewer overflow [J]. Water & Wastewater, 2014, 50 (05); 24-30.
[12] Tang Lei, Che Wu, Zhao Yang, et al. Systematic decision making on combined sewer system overflow pollution control. Water & Wastewater, 2012. 38 (7); 28-33.
[13] Upaka Rathnayake, A. H. M. Faisal Anwar. Dynamic control of urban sewer systems to reduce combined sewer overflows and their adverse impacts [J]. Journal of Hydrology, 2019.
[14] Milad Taghipour, Samira Tolouei, Laurra Toloueirr, Michra Toloueir, Ahmad Shakibaeinia, Sarah Dorner. Normalized dynamic behavior of combined sewer overflow discharges for source water characterization and management [J]. Journal of Environmental Management, 2019, 249.
[15] Chen Yan, Zhong Mingming. Discussion on the layout of rainwater storage tanks [C]. //China Urban Water Supply and Drainage Association. Proceedings of the 2008 China-Japan Water Environment Pollution Prevention and Restoration Symposium. 2008; 1-9.
[16] Li Tian, Zeng Yanjun, Gao Qiuxia. Discussion on the design scheme of rainwater detention tank of the drainage system along the Suzhou River [J]. Water & Wastewater, 2008 (02); 42-46.
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  • APA Style

    Tang Lei, Jia Shuhui, Wang Weiwei, Wu Song, Yi Qingsong. (2020). Research on Design Method Optimization of Combined Sewer Overflow Detention Tank. American Journal of Water Science and Engineering, 6(1), 1-9. https://doi.org/10.11648/j.ajwse.20200601.11

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    ACS Style

    Tang Lei; Jia Shuhui; Wang Weiwei; Wu Song; Yi Qingsong. Research on Design Method Optimization of Combined Sewer Overflow Detention Tank. Am. J. Water Sci. Eng. 2020, 6(1), 1-9. doi: 10.11648/j.ajwse.20200601.11

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    AMA Style

    Tang Lei, Jia Shuhui, Wang Weiwei, Wu Song, Yi Qingsong. Research on Design Method Optimization of Combined Sewer Overflow Detention Tank. Am J Water Sci Eng. 2020;6(1):1-9. doi: 10.11648/j.ajwse.20200601.11

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  • @article{10.11648/j.ajwse.20200601.11,
      author = {Tang Lei and Jia Shuhui and Wang Weiwei and Wu Song and Yi Qingsong},
      title = {Research on Design Method Optimization of Combined Sewer Overflow Detention Tank},
      journal = {American Journal of Water Science and Engineering},
      volume = {6},
      number = {1},
      pages = {1-9},
      doi = {10.11648/j.ajwse.20200601.11},
      url = {https://doi.org/10.11648/j.ajwse.20200601.11},
      eprint = {https://download.sciencepg.com/pdf/10.11648.j.ajwse.20200601.11},
      abstract = {Detention tank is widely used in urban waterlogging control, rainwater runoff pollution control, combined sewer overflow (CSO) control and rainwater utilization, etc. For detention tanks in different types or functions, their design methods, construction forms and ways of operation and management are very different. In recent years, many cities in China have begun to apply or plan to build CSO detention tanks to control the CSO pollution, but there are still many problems and puzzles in designing the tank. This paper summarizes and evaluates the common design methods of CSO detention tank at China and abroad. Based on the physical projects in which the author has participated in, the scale and control effect of the CSO detention tank are studied by model simulation, taking a combined sewer system catchment in the Beijing old city as examples. Based on the analysis, the long-term simulation method is recommended for designing of CSO detention tanks in China, and a design criteria suitable for a larger range can be determined through research and analysis of a typical and representative area if there is no way to research every area. At last, several key factors that affect greatly the scale and pollutant control efficiency of CSO detention tank are summarized and analyzed, including objectives of CSO control, rainfall characteristics, CSO pollutants transport law, interception multiple, capacity of wastewater treatment plant, space conditions and investment, layout of detention tank and operation mode of detention tank. Hope to provide reference for the scientific designing of CSO detention tank and realize cost-effectively controlling CSO in cities of China.},
     year = {2020}
    }
    

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  • TY  - JOUR
    T1  - Research on Design Method Optimization of Combined Sewer Overflow Detention Tank
    AU  - Tang Lei
    AU  - Jia Shuhui
    AU  - Wang Weiwei
    AU  - Wu Song
    AU  - Yi Qingsong
    Y1  - 2020/01/21
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    DO  - 10.11648/j.ajwse.20200601.11
    T2  - American Journal of Water Science and Engineering
    JF  - American Journal of Water Science and Engineering
    JO  - American Journal of Water Science and Engineering
    SP  - 1
    EP  - 9
    PB  - Science Publishing Group
    SN  - 2575-1875
    UR  - https://doi.org/10.11648/j.ajwse.20200601.11
    AB  - Detention tank is widely used in urban waterlogging control, rainwater runoff pollution control, combined sewer overflow (CSO) control and rainwater utilization, etc. For detention tanks in different types or functions, their design methods, construction forms and ways of operation and management are very different. In recent years, many cities in China have begun to apply or plan to build CSO detention tanks to control the CSO pollution, but there are still many problems and puzzles in designing the tank. This paper summarizes and evaluates the common design methods of CSO detention tank at China and abroad. Based on the physical projects in which the author has participated in, the scale and control effect of the CSO detention tank are studied by model simulation, taking a combined sewer system catchment in the Beijing old city as examples. Based on the analysis, the long-term simulation method is recommended for designing of CSO detention tanks in China, and a design criteria suitable for a larger range can be determined through research and analysis of a typical and representative area if there is no way to research every area. At last, several key factors that affect greatly the scale and pollutant control efficiency of CSO detention tank are summarized and analyzed, including objectives of CSO control, rainfall characteristics, CSO pollutants transport law, interception multiple, capacity of wastewater treatment plant, space conditions and investment, layout of detention tank and operation mode of detention tank. Hope to provide reference for the scientific designing of CSO detention tank and realize cost-effectively controlling CSO in cities of China.
    VL  - 6
    IS  - 1
    ER  - 

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Author Information
  • Water & Infrastructure Institute, China Academy of Urban Planning & Design, Beijing, China

  • Water & Infrastructure Institute, China Academy of Urban Planning & Design, Beijing, China

  • Water & Infrastructure Institute, China Academy of Urban Planning & Design, Beijing, China

  • Western Branch, China Academy of Urban Planning & Design, Chongqing, China

  • Western Branch, China Academy of Urban Planning & Design, Chongqing, China

  • Section