Simulation of Multi-gate Coordinated Control for Sudden Water Pollution Incidents in the Middle Route of the South-to-North Water Diversion Project

JING Zheng, GUO Xiao-ming, LIU Ren-de, LIU Xiao-chen, MENG Ke-yu, ZHAI Wen-liang

Journal of Changjiang River Scientific Research Institute ›› 2026, Vol. 43 ›› Issue (1) : 42-49.

PDF(6444 KB)
PDF(6444 KB)
Journal of Changjiang River Scientific Research Institute ›› 2026, Vol. 43 ›› Issue (1) : 42-49. DOI: 10.11988/ckyyb.20250052
Water Environment and Water Ecology

Simulation of Multi-gate Coordinated Control for Sudden Water Pollution Incidents in the Middle Route of the South-to-North Water Diversion Project

Author information +
History +

Abstract

[Objective] The middle route of the South-to-North Water Diversion Project faces risks of sudden water pollution due to hazardous material transport over cross-canal bridges and inflow of external floodwaters during the flood season. To support the treatment of water pollution emergencies, a unified hydrodynamic and water quality model for the canal system, including structures such as control gates, offtakes, inverted siphons, and escape gates, was developed. [Methods] The St. Venant equations were solved to simulate hydrodynamic characteristics of the water flow. Based on a cross-sectional control volume, a one-dimensional water quality model was established, with the continuity equation representing the pollutant mass conservation equation. The model was developed using FORTRAN90, enabling online pre-simulation of sudden water pollution diffusion and multi-gate joint control operations. [Results and Conclusion] Simulation results show that closing the diversion and increasing the discharge of the water discharge gate can significantly improve the pollutant emission efficiency, while the closing speed of control gates determines the pollution control effectiveness. This study provides technical support for the prevention and control of sudden water pollution incidents in the middle route of the South-to-North Water Diversion Project.

Key words

one-dimensional hydrodynamic and water quality model / numerical simulation / pollutant mass conservation / Sudden water pollution / the middle route of the South-to-North Water Diversion Project

Cite this article

Download Citations
JING Zheng , GUO Xiao-ming , LIU Ren-de , et al . Simulation of Multi-gate Coordinated Control for Sudden Water Pollution Incidents in the Middle Route of the South-to-North Water Diversion Project[J]. Journal of Changjiang River Scientific Research Institute. 2026, 43(1): 42-49 https://doi.org/10.11988/ckyyb.20250052

References

[1]
谭维炎. 明渠一维不恒定流计算程序包MYBC[J]. 水利学报, 1982, 13(1): 1-11.
(TAN Wei-yan. MYBC-A Program Package for the Calculation of One-dimensional Unsteady Flow in Open Channels[J]. Journal of Hydraulic Engineering, 1982, 13(1): 1-11.) (in Chinese)
[2]
庾维德, 赵小霞, 黄菊. 明渠一维不恒定流隐式差分数值解[J]. 水利学报, 1986, 17(4): 41-47.
(YU Wei-de, ZHAO Xiao-xia, HUANG Ju. Implicit Difference Numerical Solution of One-dimensional Unsteady Flow in Open Channel[J]. Journal of Hydraulic Engineering, 1986, 17(4): 41-47.) (in Chinese)
[3]
吕宏兴, 宋松柏, 马孝义, 等. 灌溉渠道闸门调控过程中的非恒定流研究[J]. 农业工程学报, 2002, 18(6):18-22.
( Hong-xing, SONG Song-bai, MA Xiao-yi, et al. Unsteady Flow during Regulating Gate in Irrigation Canal[J]. Transactions of the Chinese Society of Agricultural Engineering, 2002, 18(6): 18-22.) (in Chinese)
[4]
周琼. 南水北调中线总干渠河南段非恒定流数值模拟研究[D]. 郑州: 郑州大学, 2007.
(ZHOU Qiong. Numerical Simulation of Unsteady flow in the Henan Section of the Middle Route of the South-to-North Water Diversion Project[D]. Zhengzhou: Zhengzhou University, 2007.) (in Chinese)
[5]
RODELLAR J, GÓMEZ M, BONET L. Control Method for On-demand Operation of Open-channel Flow[J]. Journal of Irrigation and Drainage Engineering, 1993, 119(2): 225-241.
[6]
LIU F, FEYEN J, BERLAMONT J. Downstream Control Algorithm for Irrigation Canals[J]. Journal of Irrigation and Drainage Engineering, 1994, 120(3): 468-483.
[7]
胡嘉镗, 李适宇. 珠江三角洲一维盐度与三维斜压耦合模型[J]. 水利学报, 2008, 39(11):1174-1182.
(HU Jia-tang, LI Shi-yu. One-dimensional Salinity and Three-dimensional Baroclinic Coupled Model for Simulating the Flow in Pearl River Delta[J]. Journal of Hydraulic Engineering, 2008, 39(11): 1174-1182.) (in Chinese)
[8]
AMBROSE J R B, WOOL T A, MARTIN J L. The Water Quality Analysis Simulation Program, WASP5, Part A: Model Documentation[M]. Athens, Georgia: U. S. Environmental Protection Agency,1993.
[9]
ZHANG M L, SHEN Y M, GUO Y. Development and Application of a Eutrophication Water Quality Model for River Networks[J]. Journal of Hydrodynamics, Ser B, 2008, 20(6): 719-726.
[10]
CHEN B, WANG K. Suspended Sediment Transport in the Offshore near Yangtze Estuary[J]. Journal of Hydrodynamics, 2008, 20(3): 373-381.
[11]
杨星. 南水北调中线工程Ⅲ级水污染应急调控研究[D]. 北京: 中国水利水电科学研究院, 2018.
(YANG Xing. Study on Hydraulic Regulation of Level Ⅲ Water Pollution in Middle Route of South-to-North Water Transfer Project[D]. Beijing: China Institute of Water Resources and Hydropower Research, 2018.) (in Chinese)
[12]
杨星, 崔巍, 穆祥鹏, 等. 南水北调中线总干渠Ⅲ级水污染应急处置水力调控方案研究[J]. 南水北调与水利科技, 2018, 16(2): 21-28.
(YANG Xing, CUI Wei, MU Xiang-peng, et al. Study on Hydraulic Regulation of LevelⅢ Emergency Water Pollution in Middle Route of South-to-north Water Transfer Project[J]. South-to-North Water Transfers and Water Science & Technology, 2018, 16(2): 21-28.) (in Chinese)
PDF(6444 KB)

Accesses

Citation

Detail

Sections
Recommended

/