A predictive model for salt intrusion in estuaries applied to the Yangtze estuary

被引:33
作者
Cai, Huayang [1 ]
Savenije, Hubert H. G. [2 ]
Zuo, Shuhua [3 ]
Jiang, Chenjuan [4 ]
Chua, Vivien P. [1 ]
机构
[1] Natl Univ Singapore, Dept Civil & Environm Engn, Singapore 117548, Singapore
[2] Delft Univ Technol, Dept Water Management, NL-2600 GA Delft, Netherlands
[3] Tianjin Res Inst Water Transport Engn, Key Lab Engn Sediment, Minist Commun, Tianjin 300456, Peoples R China
[4] Yangzhou Univ, Sch Hydraul Energy & Power Engn, Yangzhou 225127, Jiangsu, Peoples R China
关键词
Predictive equation; Salt intrusion; Tidal dynamics; Fresh water discharge; Yangtze estuary; SALINITY INTRUSION; MINIMUM LENGTH; DISPERSION; DISCHARGE; RIVER;
D O I
10.1016/j.jhydrol.2015.08.050
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Understanding the way salinity distribution in an estuary reacts to external drivers (e.g., tide, fresh water discharge, dredging, etc.) is important for both water quality and water resources management in estuaries. The salinity distribution depends strongly on the geometry of an estuary, but also on the fresh water discharge that counteracts the salt intrusion. In estuaries it is notoriously hard to estimate this discharge and subsequently to predict the parameters that determine the mixing behaviour depending on it. Recently a method has been developed to predict the fresh water discharge on the basis of water level observations. In addition, predictive equations for tidal mixing have been updated and revised. In this paper, these two predictive methods are combined and subsequently applied to the Yangtze estuary under a wide variation of fresh water discharge. The predicted salt distribution appears to be in good agreement with observations. To provide insight into the optimum use of water resources (e.g., to determine the amount of fresh water discharge required to maintain a specific salt intrusion length), we further study the salt intrusion pattern under different tide and fresh water discharge conditions. (C) 2015 Elsevier B.V. All rights reserved.
引用
收藏
页码:1336 / 1349
页数:14
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