T„ instantaneous bottom shear stress 

 a 



T- the lateral turbulent eddy stress due to waves 



T time-averaged bottom shear stress perpendicular to the 

 shoreline 



T^ time-averaged bottom shear stress parallel to the shoreline 



By 



T time-averaged surface wind shear stress perpendicular to 

 the shoreline 



T time-averaged surface wind shear stress parallel to the 

 sy 



•^ shoreline 



T , etc. the effective lateral stress components 



m mass transport stream function 



(0 wave angular frequency 



20 



