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    Breaking Antidunes: Cyclic Behavior due to Hysteresis 

    Source: Journal of Hydraulic Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Rolf Deigaard
    Publisher: American Society of Civil Engineers
    Abstract: The cyclic behavior of breaking antidunes (growth, breaking of surface wave, obliteration) is investigated by use of a numerical model. The model includes the transition between supercritical and transcritical flow. As the ...
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    Suspended Sediment in the Surf Zone 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 001
    Author(s): Rolf Deigaard; Jørgen Fredsøe; Ida Brøker Hedegaard
    Publisher: American Society of Civil Engineers
    Abstract: The vertical distribution of suspended sediment under broken waves is considered. Close to the seabed, the turbulence is dominated by the wave‐boundary layer, which determines the amount of suspended sediment very close ...
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    Mathematical Model for Littoral Drift 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1986:;Volume ( 112 ):;issue: 003
    Author(s): Rolf Deigaard; Jørgen Fredsøe; Ida Brøker Hedegaard
    Publisher: American Society of Civil Engineers
    Abstract: The longshore sediment transport along the coast is investigated by use of detailed sediment transport models in the surf zone. Combined with a detailed description of the wave height and longshore current distribution in ...
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    Closure to “<i>Suspended Sediment in the Surf Zone</i>” by Rolf Deigaard, Jørgen Fredsøe, and Ida Brøker Hedegaard (January, 1986, Vol. 112, No. 1) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1987:;Volume ( 113 ):;issue: 005
    Author(s): Rolf Deigaard; Jørgen Fredsøe; Ida Brøker Hedegaard
    Publisher: American Society of Civil Engineers
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    Closure to “<i>Mathematical Model of Littoral Drift</i>” by Rolf Deigaard, Jørgen Fredsøe, and Ida Brøker Hedegaard (May, 1986, Vol. 112, No. 3) 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1988:;Volume ( 114 ):;issue: 003
    Author(s): Rolf Deigaard; Jørgen Fredsøe; Ida Brøker Hedegaard
    Publisher: American Society of Civil Engineers
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    Distribution of Suspended Sediment over Wave‐Generated Ripples 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1994:;Volume ( 120 ):;issue: 001
    Author(s): Erik Asp Hansen; Jørgen Fredsøe; Rolf Deigaard
    Publisher: American Society of Civil Engineers
    Abstract: Oscillatory flow over wave ripples is described by use of a discrete vortex model using the “cloud in cell” concept. The distribution of suspended sediment over the ripple bed is simulated by a Lagrangian model, following ...
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    Simulation of Sand in Plunging Breakers 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Claus Pedersen; Rolf Deigaard; Jørgen Fredsøe; Erik Asp Hansen
    Publisher: American Society of Civil Engineers
    Abstract: A numerical model that simulates the sediment transport due to plunging breaking waves has been developed. A plunging breaker is simulated by superimposing a jet on a nonbreaking wave. The hydrodynamics are described by ...
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    Discussion and Closure: Distribution of Suspended Sediment over Wave-Generated Ripples 

    Source: Journal of Waterway, Port, Coastal, and Ocean Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): Richard A. Denton; Gilbert Bogle; Erik Asp Hansen; Jørgen Fredsøe; Rolf Deigaard
    Publisher: American Society of Civil Engineers
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