Source Jouranl of CSCD
Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Environmental Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 40 Issue 8
Nov.  2022
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Article Contents
PENG Zhouyang, JIN Xi, SANG Wenjiao. OPTIMIZATION OF DESIGN OF TERMINAL FLOW INTERCEPTION AND STORAGE FACILITIES OF COMBINED DRAINAGE SYSTEM BASED ON NSGA-Ⅲ ALGORITHM[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(8): 143-149. doi: 10.13205/j.hjgc.202208020
Citation: PENG Zhouyang, JIN Xi, SANG Wenjiao. OPTIMIZATION OF DESIGN OF TERMINAL FLOW INTERCEPTION AND STORAGE FACILITIES OF COMBINED DRAINAGE SYSTEM BASED ON NSGA-Ⅲ ALGORITHM[J]. ENVIRONMENTAL ENGINEERING , 2022, 40(8): 143-149. doi: 10.13205/j.hjgc.202208020

OPTIMIZATION OF DESIGN OF TERMINAL FLOW INTERCEPTION AND STORAGE FACILITIES OF COMBINED DRAINAGE SYSTEM BASED ON NSGA-Ⅲ ALGORITHM

doi: 10.13205/j.hjgc.202208020
  • Received Date: 2021-09-07
  • Publish Date: 2022-11-08
  • The interception facility is an important and frequently-used measure for combined sewer overflows (CSOs) control in city-scale drainage systems. By combining the stormwater management model (SWMM) with the multi-objective genetic algorithm (NSGA-Ⅲ), the optimal design problems of interception and storage facilities were solved. The method took the interception efficiency, construction cost, and the number of pump startup/shutoff times as the optimization objectives of the model, and achieved multi-objective optimization of the interception and storage facility scale. Through object-oriented recoding of SWMM, multi-threaded calculation and fast data exchange between SWMM and NSGA-Ⅲ modules were realized, frequent file operations were avoided, and the solution efficiency was increased to 16 times that of single-threaded calculation. The method was used to optimize the design of terminal flow interception and storage facilities for a combined drainage system in Wuhan. The results indicated the construction cost of the optimized design was reduced to 60% of the original design, and it had more advantages in the aspects of interception efficiency and storage pool volume.
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