TY - JOUR
T1 - Impact of different sluice operation modes on salt intrusion and fresh water in a branching estuary
AU - Ma, Rui
AU - Yang, Yidi
AU - Guo, Zhigang
AU - Yang, Wenjun
AU - Zhu, Jianrong
AU - Wang, Yihe
N1 - Publisher Copyright:
© 2026 The Author(s). Published by Informa UK Limited, trading as Taylor & Francis Group.
PY - 2026
Y1 - 2026
N2 - Sluice construction in estuaries can mitigate salt intrusion and secure freshwater resources, but it alters hydrodynamics and salinity distribution, especially in multi-branch systems like the Yangtze River Estuary. The most outstanding characteristic of salt intrusion in the Yangtze River estuary is salt spillover into the South Branch from the North Branch, which affects the water intake of the reservoirs in the South Branch. This study evaluates how a sluice in the lower North Branch and its operation modes affect salt intrusion and flow dynamics. Results indicate that closing the sluice during flood tides twice daily and opening it during ebb tides effectively blocks salt intrusion in the North Branch and eliminates salt spillover, benefiting the Dongfengxiasha and Chenhang Reservoirs in the South Branch. However, this mode increases the North Branch’s water diversion ratio (the ratio of river discharge into the North Branch to the total river discharge) from −3.88% to 36.34% driven by barotropic pressure gradients force, creating an artificial ‘water pump’ effect. As more freshwater diverts to the North Branch, reduced runoff in the South Branch intensifies salt intrusion in the North Channel, threatening the Qingcaosha Reservoir intake. Alternative operations–such as closing the sluice only during night flood tides once daily or only during spring tide nights–significantly weaken the pumping effect, reducing the water diversion ratio to 14.39% and 4.27%, respectively. These modes better support Qingcaosha Reservoir’s water supply. This study elucidates the mechanisms of hydrodynamics and salt intrusion change of different sluice operation modes by water flux and momentum analysis, and provides the optimal operation mode for fresh water utilization in branching estuaries.
AB - Sluice construction in estuaries can mitigate salt intrusion and secure freshwater resources, but it alters hydrodynamics and salinity distribution, especially in multi-branch systems like the Yangtze River Estuary. The most outstanding characteristic of salt intrusion in the Yangtze River estuary is salt spillover into the South Branch from the North Branch, which affects the water intake of the reservoirs in the South Branch. This study evaluates how a sluice in the lower North Branch and its operation modes affect salt intrusion and flow dynamics. Results indicate that closing the sluice during flood tides twice daily and opening it during ebb tides effectively blocks salt intrusion in the North Branch and eliminates salt spillover, benefiting the Dongfengxiasha and Chenhang Reservoirs in the South Branch. However, this mode increases the North Branch’s water diversion ratio (the ratio of river discharge into the North Branch to the total river discharge) from −3.88% to 36.34% driven by barotropic pressure gradients force, creating an artificial ‘water pump’ effect. As more freshwater diverts to the North Branch, reduced runoff in the South Branch intensifies salt intrusion in the North Channel, threatening the Qingcaosha Reservoir intake. Alternative operations–such as closing the sluice only during night flood tides once daily or only during spring tide nights–significantly weaken the pumping effect, reducing the water diversion ratio to 14.39% and 4.27%, respectively. These modes better support Qingcaosha Reservoir’s water supply. This study elucidates the mechanisms of hydrodynamics and salt intrusion change of different sluice operation modes by water flux and momentum analysis, and provides the optimal operation mode for fresh water utilization in branching estuaries.
KW - different operation
KW - estuarine reservoir
KW - multi-branching estuaries
KW - salt intrusion
KW - Sluice construction
UR - https://www.scopus.com/pages/publications/105033040818
U2 - 10.1080/19942060.2026.2643934
DO - 10.1080/19942060.2026.2643934
M3 - 文章
AN - SCOPUS:105033040818
SN - 1994-2060
VL - 20
JO - Engineering Applications of Computational Fluid Mechanics
JF - Engineering Applications of Computational Fluid Mechanics
IS - 1
M1 - 2643934
ER -