Hydraulics of Great Lakes inlets /

Issued July 1977.

Littoral environment observations and beach changes along the southeast Florida coast /

Issued October 1977.

Forces exerted by waves on a pipeline at or near the ocean bottom /

Issued October 1977.

Wind-wave propagation over flooded, vegetated land /

"October 1977."

Longshore sand transport study at Channel Islands Harbor, California /

"April 1981."

Base map analysis of coastal changes using aerial photography /

"November 1981."

Design of riprap revetments for protection against wave attack /

"December 1981."

Empirical guidelines for use of irregular wave model to estimate nearshore wave height /

"July 1982."

Computer algorithm to calculate longshore energy flux and wave direction from a two pressure sensor array /

"August 1982."

Riprap stability scale effects /

"August 1982."

Forcing regression through a given point using any familiar computational routine /

"March 1983."

The world factbook

Mode of access: Internet.

Development of SURGE II Program with application to the Sabine-Calcasieu area for Hurricane Carla and design hurricanes /

"November 1977."

Wave transformation at isolated vertical piles in shallow water /

"March 1978."

Reanalysis of wave runup on structures and beaches /

Example problems and methods of data analysis, together with general observations, are given. Smooth-slope runup results for both breaking and nonbreaking waves are presented in a set of curves similar to but revised from those in the Shore Protection Manual (SPM) (U.S. Army, Corps of Engineerings, Coastal Engineering Research Center, 1977). The curves are for structure slopes fronted by horizontal and 1 on 10 bottom slopes. The range of values of d sub s/H' sub o was extended to d sub s/H' sub o = 8; relative depth (d sub s/H' sub o) is important even for d sub s/H' sub o> 3 for waves which do not break on the structure slope. Rough-slope results are presented in similar curves if sufficient data were available. Otherwise, results are given as values of r, which is the ratio of rough-slope runup to smooth-slope runup. Scale-effect in runup is discussed.