# Simulation of Tidal in Khowr-e Musa by Using the TELEMAC Numerical ‎Model

2021 ◽
Vol 5 (3) ◽
pp. 49-53
Author(s):
Masoomeh Rasoolian ◽
Abolfazl Delbari ◽
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1990 ◽
Vol 26 (4) ◽
pp. 593-610 ◽
Author(s):
Z. J. Kabala
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2002 ◽
Vol 18 (3) ◽
pp. 155-162 ◽
Author(s):
M. Dapor
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Author(s):
Yoshiaki Kuriyama
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2010 ◽
Vol 13 (3) ◽
pp. 78-87
Author(s):
Hoai Cong Huynh
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The numerical model is developed consisting of a 1D flow model and the morphological model to simulate the erosion due to the water overtopping. The step method is applied to solve the water surface on the slope and the finite difference method of the modified Lax Scheme is applied for bed change equation. The Meyer-Peter and Muller formulae is used to determine the bed load transport rate. The model is calibrated and verified based on the data in experiment. It is found that the computed results and experiment data are good agreement.

2015 ◽
Vol 35 ◽
pp. 268-271
Author(s):
Michele Saroli ◽
Michele Lancia ◽
Marco Petitta ◽
Gabriele Scarascia Mugnozza
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Author(s):
F. Goodwin ◽
F. Ilinca ◽
K. Yu
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2011 ◽
Vol 2 (1) ◽
pp. 1-12
Author(s):
A. Hegyi ◽
H. Vermeşan ◽
V. Rus

Abstract In this paper we wish to present the numerical model elaborated in order to simulate some physical phenomena that influence the general deterioration of steel, whether hot dip galvanized or not, in reinforced concrete. We describe the physical and mathematical models, establishing the corresponding equation system, the initial and boundary conditions. We have also presented the numeric model associated to the mathematical model and the numeric methods of discretization and solution of the differential equations system that describes the mathematical model.

2018 ◽
Vol 12 (7) ◽
pp. 620
Author(s):
Suhaila Hussain ◽
Suhaimi Illias ◽
Yasuyuki Takata
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1992 ◽
Vol 2 (3) ◽
pp. 239-251 ◽
Author(s):
R. W. Sellens
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