Investigation of bar parameters occurred by cross-shore sediment transport

Investigation of bar parameters occurred by cross-shore sediment transport

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Cross-shore sediment transport is very important factor in the INCENSE VANILLA design of coastal structures, and the beach profile is mainly affected by a number of parameters, such as wave height and period, beach slope, and the material properties of the bed.In this study cross-shore sediment movement was investigated using a physical model and various offshore bar geometric parameters were determined by the resultant erosion profile.The experiments on cross-shore sediment transport carried out in a laboratory wave channel for initial base slopes of 1/8, 1/10 and 1/15.Using the regular waves with different deep-water wave steepness generated by a pedal-type wave generator, the geometrical of sediment transport rate and considerable characteristics of beach profiles under storm conditions and bar parameters affecting on-off shore sediment transport are investigated for the beach materials with the medium diameter of d50=0.

25, 0.32, 0.45, 0.62 and 0.

80 mm.Non-dimensional equations were obtained by using linear and non-linear regression methods through the experimental data and were compared ULTRA-SLEEK BODY LOTION with previously developed equations in the literature.The results have shown that the experimental data fitted well to the proposed equations with respect to the previously developed equations.