Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina /

"June 1977."

Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 1, fixed-bed hydraulic model results /

"June 1977."

Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 2, numerical simulation of hydrodynamics (WRE) /

"June 1977."

Comparison of numerical and physical hydraulic models, Masonboro Inlet, North Carolina : Appendix 4, simplified numerical (lumped parameter) simulation /

"June 1977."

Laboratory investigation of tidal inlets on sandy coasts /

"April 1977."

Hydraulics and stability of tidal inlets /

Issued August 1977.

A spatially integrated numerical model of inlet hydraulics /

"November 1977."

Hydraulics and dynamics of North Inlet, South Carolina, 1975-76 /

"September 1978."

An evaluation of movable-bed tidal inlet models /

"February 1979."

Supplementary tests of Masonboro Inlet fixed-bed model : hydraulic model investigation /

"General investigation of tidal inlets; a program of research conducted jointly by U.S. Army Coastal Engineering Research Center, Fort Belvoir, Virginia [and] U.S. Army Engineer Waterways Experiment Station, Vicksburg, Mississippi."

The geometry of selected U.S. tidal inlets /

"May 1980."

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.

Design and construction of covers for solid waste landfills /

Mode of access: Internet.

Precipitation and inactivation of phosphorus as a lake restoration technique /

Mode of access: Internet.

Smithland Locks and Dam, Ohio River : Hydraulic model investigation /

"Prepared for U.S. Army Engineer District, Nashville and U.S. Army Engineer District, Louisville."