Physical Sciences and Mathematics Commons^™

Sediment Budgets And Shoreline Dynamics Cape Henry, Virginia, Marcia R. Berman

OES Theses and Dissertations

Analysis of 1183 beach profiles from Cape Henry, Virginia indicated that the recession-erosion ''rule" established by the Army Corps of Engineers underestimates the short-term response of the shoreline to changes in sediment volume.

Correlation between bi-weekly backshore volume change and the change in high water line (HWL) position was stronger (0.67 < r < 0.88) than correlation between bi-weekly total volume change and the change in mean low water (MLW) shoreline position (0.33 < r < 0.52). The short-term change in position of MLW is influenced by minor features such as bars. The position of the HWL is controlled by volume change at the backshore.

Correlation between change in HWL and MLW shoreline positions improved from r = 0.01 tor·= 0.67 for intervals of two weeks to two years, respectively. This suggests parallel-shore retreat only may be operable for greater than two-year periods.

Cross-Shore Sediment Transport In Relation To Waves And Currents In A Groin Compartment, Hyo Jin Kang

OES Theses and Dissertations

In nearshore areas waves are generally irregular, and the irregular wave-induced currents have different peak velocities (magnitude asymmetry) and durations (duration asymmetry) between forward and backward motions. These asymmetries may produce a net cross-shore sediment transport in one direction. The sediment transport mostly occurs as bedload where the waves are non-breaking.

Sediment transport on a sloping bed is also affected by gravity, and accordingly the Shields parameter should be re-evaluated for a grain on a sloping bed. It was also found that the affect of a steady current that interacts nonlinearly with the waves was important for the cross-shore sediment …