Due to sustained economic growth in China over the last three decades, urbanization has been on a rapidly expanding track. In recent years, regional industrial relocations were also accelerated across the country from the east coast to the west inland. These changes have led to a large-scale redesign of urban infrastructures, including the drainage system. To help the reconstructed infrastructures towards a better sustainability, a tool is required for assessing the efficiency and environmental performance of different renovation schemes. This paper developed an integrated dynamic modeling tool, which consisted of three models for describing the sewer, the wastewater treatment plant (WWTP) and the receiving water body respectively. Three auxiliary modules were also incorporated to conceptualize the model, calibrate the simulations, and analyze the results. The developed integrated modeling tool was applied to a case study in Shenzhen City, which is one of the most dynamic cities and facing considerable challenges for environmental degradation. The renovation scheme proposed to improve the environmental performance of Shenzhen City's urban drainage system was modeled and evaluated. The simulation results supplied some suggestions for the further improvement of the renovation scheme.
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Research Article|
May 01 2012
An integrated urban drainage system model for assessing renovation scheme
X. Dong;
X. Dong
1School of Environment, Tsinghua University, Beijing 100084, China
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S. Zeng;
S. Zeng
1School of Environment, Tsinghua University, Beijing 100084, China
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J. Chen;
1School of Environment, Tsinghua University, Beijing 100084, China
E-mail: jchen1@tsinghua.edu.cn
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D. Zhao
D. Zhao
2Department of Environment and Infrastructure, Urban Planning and Design Institute, Tsinghua University, Beijing 100084, China
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Water Sci Technol (2012) 65 (10): 1781–1788.
Article history
Received:
August 03 2011
Accepted:
January 09 2012
Citation
X. Dong, S. Zeng, J. Chen, D. Zhao; An integrated urban drainage system model for assessing renovation scheme. Water Sci Technol 1 May 2012; 65 (10): 1781–1788. doi: https://doi.org/10.2166/wst.2012.076
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