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A unified criterion for initiation of sediment motion and inception of sheet flow under water waves
27
Citations
24
References
2006
Year
Ocean DynamicsEngineeringFluid MechanicsShallow Water HydrodynamicsWave MotionCoastal HydrodynamicsEarth ScienceNonlinear Ocean WavesNearshore ProcessSedimentationUnified CriterionWave AnalysisWave HydrodynamicsWave DynamicsSheet FlowSedimentologySediment TransportCoastal Sediment TransportCivil EngineeringSediment ProcessUnified Threshold CriterionWater Waves
Abstract A unified criterion is developed for initiation of non‐cohesive sediment motion and inception of sheet flow under water waves over a horizontal bed of sediment based on presently available experimental data. The unified threshold criterion is of the single form, U o = 2 π C [1 + 5( T R / T ) 2 ] −1/4 , where U o is the onset velocity of sediment motion or sheet flow, T is wave period, and C and T R are the coefficients. It is found that for a given sediment, U o initially increases sharply with wave period, then gradually approaches the maximum onset velocity U o = 2 π C and becomes independent of T when T is larger. The unified criterion can also be extended to define sediment initial motion and sheet flow under irregular waves provided the significant wave orbital velocity and period of irregular waves are introduced in this unified criterion.
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