Maximum Run-Up and Alongshore Mass Transport Due to Edge Waves

The edge wave on a uniform-sloped seabed was described by the velocity-potential function Mok and Yeh in 1999. Edge waves cannot be extended above certain level from still-water level, upper limit of run-up for given conditions is found here. In this study, quantitative mass transport beach introduced. maximum height decided wave’s amplitude at shoreline, distance shoreline proportional to wavelength waves. fluid alongshore-mass-transport profile shows that strongest rate corresponds position offshoreward multiplied 0.0362 times wavelength, its magnitude 1.23 mass-transport shoreline. cross-sectional total 0.214 condition. This study suggests increased infinitely there coast.