Verification of sediment transport rate parameter on cross-shore sediment transport analysis |
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| Authors: | U Türker MS Kabdal&#x; |
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| Institution: | aNear East University, Department of Civil Engineering, Northern Cyprus, Mersin 10, Turkey;bİstanbul Technical University, Department of Civil Engineering, 80626 Maslak, İstanbul, Turkey |
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| Abstract: | The sediment transport parameter helps determining the amount of sediment transport in cross-shore direction. The sediment transport parameter therefore, should represent the effect of necessary environmental factors involved in cross-shore beach profile formation. However, all the previous studies carried out for defining shape parameter consider the parameter as a calibration value. The aim of this study is to add the effect of wave climate and grain size characteristics in the definition of transport rate parameter and thus witness their influence on the parameter. This is achieved by taking the difference in between “the equilibrium wave energy dissipation rate” and “the wave energy dissipation rate” to generate a definition for the bulk of sediment, dislocating within a given time interval until the beach tends reach an equilibrium conditions. The result yields that empirical definition of transport rate parameter primarily governs the time response of the beach profile. Smaller transport rate value gives a longer elapsed time before equilibrium is attained on the beach profile. It is shown that any significant change in sediment diameter or wave climate proportionally increases the value of the shape parameter. However, the effect of change in wave height or period on sediment transport parameter is not as credit to as mean sediment characteristics. |
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| Keywords: | Beach profile Equilibrium Grain size Transport rate parameter |
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