1982-1983 shoreline position study : Coast of California storm and tidal waves study /

Mode of access: Internet.

Shoreline movement investigations report : Portuguese Point to the Mexican border (1852-1982) : Coast of California storm and tidal waves study /

Mode of access: Internet.

Dune stabilization with Panicum amarum along the North Carolina coast /

"February 1976."

Posthurricane survey of experimental dunes on Padre Island, Texas /

This report summarizes the impact of Hurricane Allen (August 1980) on dune configuration, sand accretion or erosion, and changes in the vegetation on north Padre Island. Four experimental foredunes, the result of grass plantings from 1969 to 1973, and an unplanted control section were monitored in 1975-1977 and also in 1981. The 1981 posthurricane data were compared where possilbe, with the previous studies. Foredune elevation surveys were completed in March 1981; accompanying vegetation transects were made in July 1981. Hurrican Allen causes erosion of the dune face of all the experimental dunes, but caused a breach in only one dune. The beach elevations had returned to approximately prehurricane heights by the time the area was resurveyed. The unplanted control dune provided little resistance to waves generated by the storm and a large quantity of sand was deposited inland.

Beach changes at Holden Beach, North Carolina, 1970-74 /

Beach profile lines at 21 near-evenly spaced intervals along Holden Beach, North Carolina, between Lockwoods Folly and Shallotte Inlets, were measured from November 1970 to December 1974. These have been analyzed to determine the spatial and temporal variabilities on long-term, seasonal, and short-term scales. Profile lines near the inlets showed the greatest variability in mean sea level (MSL) position, above MSL volume, foreshore slope, and profile envelope. This variability near Lockwoods Folly Inlet was partly enhanced by artificial nourishment at profile line 2. Temporary, low-cost shore protection devices (e.g., sandbag groins) were constructed near that inlet during part of the study. No other modifications or activities that affected beach processes were known to occur during the study period. The central part of Holden Beach was studied separately because of the high variability of the inlet sections at either end of the island. Foreshore slopes along this reach increased from an average of 1:30 at the east end to 1:17 at the west. A seasonal change in above MSL volume indicates loss of sand during autumn and winter, and gain during spring and summer. Changes in MSL shoreline intercept and above MSL volume were highly variable during the study.

User's guide to the Shoreline Modeling System (SMS) /

At head of title: "Shore Protection and Restoration Program."

BFM : Beach Fill Module.

"March 1994."

Sedimentation investigation at Masirah Island, Oman /

"Prepared for U.S. Army Engineer Division, Middle East (Rear)."

Sediment budget calculations, Oceanside, California /

"Prepared for U.S. Army Engineer District, Los Angeles."

Shoreline erosion study, Pleasure Island, Texas /

"Prepared for U.S. Army Engineer District, Galveston, Galveston, Texas."

Breakage of concrete armor units : survey of existing Corps structures /

"March 1984."

The Great Lakes as a test model for profile response to sea level changes /

"December 1984."

Survey of coastal revetment types /

"May 1976."

A laboratory study of the stability of sand-filled nylon bag breakwater structures /

"March 1977."

Beach erosion control study, Homer Spit, Alaska /

"September 1987."