ONE OF THE IMPORTANT RESEARCH FIELDS RELATED TO COASTS IS THE STUDY OF DREDGED CHANNELS CONDITION IN SEABED. THE GOOD EXAMPLES ARE DUG-OUT CHANNELS FOR OIL AND GAS TRANSPORT VIA SEABED. THE CHANNELS SITUATIONS, WIDTH AND DEPTH ARE THE DEFINING FACTORS IN DESIGNING CHANNELS. THE MOST IMPORTANT FACTOR DEFINING THE CHANNEL CONDITION IS THE SEDIMENTATION MODE. KNOWING MORE ABOUT THE CONDITION OF SEDIMENT TRANSPORT AROUND AND INSIDE CHANNELS, HELPS DESIGNERS IN DESIGNING THE CROSS-SECTION AND LOCATING WHICH SUPPORTS AUTHORITIES IN PRESENTING DREDGING PROGRAMS FOR PRESERVING THESE CHANNELS. FOR NUMERICAL SIMULATION OF SEDIMENTATION MODE IN DREDGED CHANNELS, FIRST, A MODEL SHOULD BE SELECTED AND APPLIED WHICH HAS CAPABILITY OF ANTICIPATING FLOW FIELD IN DREDGED CHANNELS. IN THE PRESENT ARTICLE, A MODEL IS USED WHICH IS ABLE TO SOLVE THE EQUATIONS OF FIXED CURRENT IN TWO DIMENSIONAL MODE IN NON-ORTHOGONAL CURVE LINE COORDINATE SYSTEM USING THE FINITE VOLUME AND THE K-E MODEL FOR MODELING FLOW FIELD TURBULENCE. THE FLOW FIELD IS SIMULATED IN DREDGED CHANNELS. IT SHOULD ALSO BE MENTIONED THAT, CONSIDERING THE HIGH ACCURACY OF SOU MODEL COMPARED WITH POW MODEL AND THE HIGH FALSE SPREADING OF 1ST TIME PATTERNS, THE SOU DISPLACEMENT PATTERN IS APPLIED FOR SIMULATION.