Tidal wave propagation in a coastal aquifer: Effects of leakages through its submarine outlet-capping and offshore roof

2007 ◽  
Vol 337 (3-4) ◽  
pp. 249-257 ◽  
Author(s):  
Yuqiang Xia ◽  
Hailong Li ◽  
Michel C. Boufadel ◽  
Qiaona Guo ◽  
Guohui Li
Author(s):  
Z. Y. Song ◽  
C. Cheng ◽  
F. M. Xu ◽  
J. Kong

Based on the analytical solution of one-dimensional simplified equation of damping tidal wave and Heuristic stability analysis, the precision of numerical solution, computational time and the relationship between the numerical dissipation and the friction dissipation are discussed with different numerical schemes in this paper. The results show that (1) when Courant number is less than unity, the explicit solution of tidal wave propagation has higher precision and requires less computational time than the implicit one; (2) large time step is allowed in the implicit scheme in order to reduce the computational time, but the precision of the solution also reduce and the calculation precision should be guaranteed by reducing the friction factor: (3) the friction factor in the implicit solution is related to Courant number, presented as the determined friction factor is smaller than the natural value when Courant number is larger than unity, and their relationship formula is given from the theoretical analysis and the numerical experiments. These results have important application value for the numerical simulation of the tidal wave.


2015 ◽  
Vol 57 (3) ◽  
pp. 1550008-1-1550008-29 ◽  
Author(s):  
Min Su ◽  
Peng Yao ◽  
Zheng B. Wang ◽  
Chang K. Zhang ◽  
Marcel J. F. Stive

2012 ◽  
Vol 138 (10) ◽  
pp. 885-896 ◽  
Author(s):  
Huayang Cai ◽  
Hubert H. G. Savenije ◽  
Qingshu Yang ◽  
Suying Ou ◽  
Yaping Lei

2019 ◽  
Vol 220 ◽  
pp. 73-98 ◽  
Author(s):  
Hung Manh Phan ◽  
Qinghua Ye ◽  
Ad J.H.M. Reniers ◽  
Marcel J.F. Stive
Keyword(s):  

2021 ◽  
Author(s):  
S. Mahya Hoseini ◽  
Mohsen Soltanpour

Abstract. A 2D hydrodynamic model is employed to study the characteristics of tidal wave propagation in the Persian Gulf (PG). The study indicates that tidal waves propagate from the Arabian Sea and the Gulf of Oman into the PG through the Strait of Hormuz. The numerical model is first validated using the measured water levels and current speeds around the PG and the principal tidal constituents of Admiralty tide tables. Considering the intermediate width of the PG, in comparison to Rossby deformation radius, the tidal wave propagates like a Kelvin wave on the boundaries. Whereas the continental shelf oscillation resonance of the basin is close to the period of diurnal constituents, the results show that the tide is mixed mainly semidiurnal. A series of numerical tests is also developed to study the various effects of geometry and bathymetry of the PG, Coriolis force, and bed friction on tidal wave deformation. Numerical tests reveal that the Coriolis force, combined with the geometry of the gulf, results in generation of different amphidromic systems of diurnal and semidiurnal constituents. The configuration of the bathymetry of the PG, with a shallow zone at the closed end of the basin that extends along its longitudinal axis in the southern half (asymmetrical cross section), results in the deformations of incoming and returning tidal Kelvin waves and consequently the shifts of amphidromic points (APs). The bed friction also results in the movements of the APs from the centerline to the south border of the gulf.


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