Frictional interactions between tidal constituents in tide-dominated estuaries

被引:12
作者
Cai, Huayang [1 ]
Toffolon, Marco [2 ]
Savenije, Hubert H. G. [3 ]
Yang, Qingshu [1 ]
Garel, Erwan [4 ]
机构
[1] Sun Yat sen Univ, Sch Marine Sci, Inst Estuarine & Coastal Res, Guangzhou 510275, Guangdong, Peoples R China
[2] Univ Trento, Dept Civil Environm & Mech Engn, Trento, Italy
[3] Delft Univ Technol, Fac Civil Engn & Geosci, Dept Water Management, Delft, Netherlands
[4] Univ Algarve, Ctr Marine & Environm Res CIMA, Faro, Portugal
基金
中国国家自然科学基金;
关键词
QUADRATIC FRICTION; ENGLISH-CHANNEL; BOTTOM FRICTION; SPECTROSCOPY; PROPAGATION; WATER; RIVER; TERM;
D O I
10.5194/os-14-769-2018
中图分类号
P4 [大气科学(气象学)];
学科分类号
0706 ; 070601 ;
摘要
When different tidal constituents propagate along an estuary, they interact because of the presence of nonlinear terms in the hydrodynamic equations. In particular, due to the quadratic velocity in the friction term, the effective friction experienced by both the predominant and the minor tidal constituents is enhanced. We explore the underlying mechanism with a simple conceptual model by utilizing Chebyshev polynomials, enabling the effect of the velocities of the tidal constituents to be summed in the friction term and, hence, the linearized hydrodynamic equations to be solved analytically in a closed form. An analytical model is adopted for each single tidal constituent with a correction factor to adjust the linearized friction term, accounting for the mutual interactions between the different tidal constituents by means of an iterative procedure. The proposed method is applied to the Guadiana (southern Portugal-Spain border) and Guadalquivir (Spain) estuaries for different tidal constituents (M-2, S-2, N-2, O-1, K-1) imposed independently at the estuary mouth. The analytical results appear to agree very well with the observed tidal amplitudes and phases of the different tidal constituents. The proposed method could be applicable to other alluvial estuaries with a small tidal amplitude-to-depth ratio and negligible river discharge.
引用
收藏
页码:769 / 782
页数:14
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