DEPT AVERAGE FINITE COLUME METHOD FOR SIMULATION OF VERTICAL WAVE POROPAGATION OF SHORE LINES

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Showing Abstract of DEPT AVERAGE FINITE COLUME METHOD FOR SIMULATION OF VERTICAL WAVE POROPAGATION OF SHORE LINES

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Title	DEPT AVERAGE FINITE COLUME METHOD FOR SIMULATION OF VERTICAL WAVE POROPAGATION OF SHORE LINES
Topic:	Modeling in River Engineering	Published Year:	1385
Presentation:	Poster	Published in:	[ 7th International River Engineering Conference ]
Original Language:	Persian	Full Text Size:	Not Available

Abstract of the Article

Note: English CIVILICA is in its Trial Period so Full Texts can not be provided! Persian users can download it here

DEPT AVERAGE FINITE COLUME METHOD FOR SIMULATION OF VERTICAL WAVE POROPAGATION OF SHORE LINES

Authors:
[ SAED REZA SABBAGH YAZDI ] -
[ HAMED ARABI ] -

Abstract:

In this paper, shallow water finite volume equations analysis for modeling the tidal flow on shore lines. In recent model continuity and momentum equations of the set of the depth averaged model are discritized using the cell vertex finite volume method suitable for the triangular unstructured meshes. With results of numerical analysis , hydraulic design parameters (vertical and horizontal speed vectors and depth) are computed in special nodes. An effect of bed slope is considered in the gravitational term of the momentum equations. Effects of bed and walls resistances are considered as global forces in the source terms of the two equations of motions. In this work , sinusial wave propagation in inlet and demping near the last slop is simulation in a flume with different bed slopes and its results are compared with experimental measurement that the other researchers did before. The effect of wetting and drying is considered in wave flow modeling.

Keywords:

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