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Paper Information

Title: 

NUMERICAL SIMULATION OF SOLITARY WAVE INTERACTING, BREAKING AND OVERTOPPING ON A COASTAL STRUCTURE USING SPH METHOD

Type: PAPER
Author(s): KETABDARI MOHAMMAD JAVAD,HAMDIPOUR AMIN,ABTAHI SHAHRYAR
 
 
 
Name of Seminar: INTERNATIONAL CONFERENCE ON COASTS, PORTS AND MARINE STRUCTURES (ICOPMAS) PORTS & MARITIME ORGANIZATION
Type of Seminar:  CONFERENCE
Sponsor:  PORTS AND MARITIME ORGANIZATION
Date:  2012Volume 10
 
 
Abstract: 

INTRODUCTION
IN THIS ARTICLE, INTERACTING, BREAKING AND OVERTOPPING OF A SOLITARY WAVE WITH A BREAKWATER ON A COAST WITH THE SLOPE OF 1:20 IS MODELED WITH THE MESH-FREE METHOD KNOWN AS SMOOTHED PARTICLE HYDRODYNAMICS. THE NUMERICAL METHOD MODELS THREE TYPES OF WAVE BREAKING AND IS COMPARED WITH EXPERIMENTAL RESULTS. THE FIRST TYPE COMPRISED A TURBULENT BORE RUSHING INLAND THE SUBSEQUENTLY IMPACTING AND OVERTOPPING THE BREAKWATER. THE SECOND TYPE IS CONSISTED OF A WAVE DIRECTLY COLLAPSING ON THE BREAKWATER WITH OVERTOPPING FLOW SUBSEQUENTLY GENERATED. THE THIRD TYPE IS A WAVE STRAIGHTFORWARDLY OVERTOPPING UPON THE BREAKWATER AND COLLAPSING BEHIND IT.

 
Keyword(s): COASTAL STRUCTURE, WAVE BREAKING, WAVE OVERTOPPING, SPH
 
 
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