Shows how surface wave action can increase the rate of transport of solutes into a sandy seabed by orders of magnitude via a mechanism known as mechanical dispersion. It is most effective for large sediment permeability and thickness, high surface wave amplitude, and shallow water. A method for setting up the appropriate transport equation, valid when dispersion is well developed, is given. The effect of surface wave action on transport into sediments on the eastern US shelf is shown to be significant under certain conditions. The effect on thawing of subsea permafrost beneath Prudhoe Bay, Alaska, seems negligible. -from Author
The effects of surface gravity waves on pore‐water release from permeable sediment (k = 1.3–1.8 × 10...
Although waves are the primary cause of sediment resuspension in the nearshore zone, in existing the...
Presented on November 7, 2014 at 1:00 p.m. in the Jesse W. Mason Building, room 3133.Chiang Mei is t...
Final report on research work done under Contract DACW 72-68-C-0012 with the Coastal Engineering Cen...
Most existing studies do not consider the effect that the deformability of submarine sediments may h...
The problem of mass transport induced by waves is re-examined. Under the usual boundary-layer assump...
The action of water waves moving over a porous seabed drives a seepage flux into and out of the mari...
Sediments with poor drainage conditions are prone to build-up of excess pore water pressure when exp...
The motivation to develop a transport formulation for the combination of waves and current has been ...
A simple conceptual model (SCM) for the net transport of suspended sediments associated with a simpl...
In this thesis we study the mass-transport and mean-water level for various waves. By expanding line...
In wave flumes an onshore boundary layer current is present that is not present in oscillating flow ...
In wave flumes an onshore boundary layer current is present that is not present in oscillating flow ...
Abstract: Suspended sediment transport dynamics occurring at relatively short time scales under sup...
Mutual effects of progressive wave motion in shallow water and in underlaying fluid sediments are di...
The effects of surface gravity waves on pore‐water release from permeable sediment (k = 1.3–1.8 × 10...
Although waves are the primary cause of sediment resuspension in the nearshore zone, in existing the...
Presented on November 7, 2014 at 1:00 p.m. in the Jesse W. Mason Building, room 3133.Chiang Mei is t...
Final report on research work done under Contract DACW 72-68-C-0012 with the Coastal Engineering Cen...
Most existing studies do not consider the effect that the deformability of submarine sediments may h...
The problem of mass transport induced by waves is re-examined. Under the usual boundary-layer assump...
The action of water waves moving over a porous seabed drives a seepage flux into and out of the mari...
Sediments with poor drainage conditions are prone to build-up of excess pore water pressure when exp...
The motivation to develop a transport formulation for the combination of waves and current has been ...
A simple conceptual model (SCM) for the net transport of suspended sediments associated with a simpl...
In this thesis we study the mass-transport and mean-water level for various waves. By expanding line...
In wave flumes an onshore boundary layer current is present that is not present in oscillating flow ...
In wave flumes an onshore boundary layer current is present that is not present in oscillating flow ...
Abstract: Suspended sediment transport dynamics occurring at relatively short time scales under sup...
Mutual effects of progressive wave motion in shallow water and in underlaying fluid sediments are di...
The effects of surface gravity waves on pore‐water release from permeable sediment (k = 1.3–1.8 × 10...
Although waves are the primary cause of sediment resuspension in the nearshore zone, in existing the...
Presented on November 7, 2014 at 1:00 p.m. in the Jesse W. Mason Building, room 3133.Chiang Mei is t...