Journal of Jilin University(Engineering and Technology Edition) ›› 2025, Vol. 55 ›› Issue (9): 3049-3055.doi: 10.13229/j.cnki.jdxbgxb.20250542

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Optimization strategy for sewage heat extraction system based on adaptive weight particle swarm

Hui XU1,2(),Jia-le XIA1,Zhen-yao MA1,De-jun BIAN2,3(),Sheng-shu AI2,3   

  1. 1.School of Energy & Power,Changchun Institute of Technology,Changchun 130012,China
    2.Jilin Key Laboratory of Urban Sewage Treatment,Changchun Institute of Technology,Changchun 130012,China
    3.School of Municipal and Environmental Engineering,Changchun Institute of Technology,Changchun 130012,China
  • Received:2025-06-20 Online:2025-09-01 Published:2025-11-14
  • Contact: De-jun BIAN E-mail:759453070@qq.com;ccgcxybiandj@163.com

Abstract:

To address the issue of reduced biochemical reaction efficiency in wastewater treatment plants located in frigid zones of China during winter, caused by excessively low temperatures of raw sewage, a variable-frequency control strategy based on an adaptive weight particle swarm optimization (PSO) algorithm was proposed. Using a wastewater treatment plant in a northeastern Chinese city as a prototype, with the goal of lowest annual operating energy consumption of the system, the frequency of the sewage pump on the heat source side was optimized for different raw sewage temperatures throughout the year. Simulation runs comparing this system's variable flow rate control scheme with constant flow rate control scheme were conducted. The simulation results demonstrated the effectiveness of the proposed algorithm.

Key words: environmental engineering, sewage heat pump, TRNSYS, particle swarm optimization algorithm, energy consumption analysis

CLC Number: 

  • X703.1

Fig.1

Schematic diagram of the sewage heat pump heat extraction circulation system"

Fig.2

Computational procedure of adaptive weight particle swarm optimization algorithm"

Fig.3

TRNSYS simulation of the sewage heat pump heat extraction circulation system"

Table 1

Temperature of raw sewage after heat exchange at 8~14 ℃"

原生污水

温度/℃

生化反应池污水温度/℃

原生污水

温度/℃

生化反应池污水温度/℃
816.651220.89
917.711321.94
1018.771423.01
1119.83

Fig.4

Temperature statistical chart of two control systems in annual operation"

Fig.5

Annual operating results for variable and constant flow control systems"

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