Environmental trace materials : computer coupled radioactivation analysis /

Bibliography: p. 33-35.

Partial wave analysis of elastic and inelastic scattering of Dirac particles,

Vita.

Evaluation of seismometer wave gage and comparative analysis of wave data at Yaquina and Coquille Bays, Oregon /

"September 1985."

Coupled waveguide excitation of traveling wave slot antennas /

"Contract No. AF33(616)-3220 Project No. 6(7-4600) Task 40572 Wright Air Development Center"

Wave group analysis based on Kimura's method /

"September 1987."

Unidirectional spectral wave generation and analysis in wave basins :

"September 1988."

Analysis of wave forces on a 30-inch diameter pile under confused sea conditions /

"October 1965."

Analysis of moving fetches for wave forecasting /

Mode of access: Internet.

Analysis of coastal sediment transport processes from Wrightsville Beach to Fort Fisher, North Carolina /

A comprehensive engineering analysis of the coastal sediment transport processes along a 42-kilometer segment of the North Carolina shoreline from Wrightsville Beach to Fort Fisher is presented. Included in the analysis is an interpretation of the littoral processes, longshore transport, and the behavior and success of beach nourishment projects at Wrightsville Beach and Carolina Beach, North Carolina. The historical position of the MLW, MSL, and MHW contours, relative to a fixed base line, is plotted for the period between 1964 and 1975. An equivalent volumetric erosion or accretion between successive surveys is determined by multiplying the average excursion distance of the contours by a constant of proportionality. The plots of excursion distance versus time for the MLW, MSL, and MHW contours also show the time response of the beach fills. This response is described by a mathematical function. The alongshore components of wave-induced energy flux are also determined within the study area through wave refraction analysis. This information, together with the information on volumetric change, is used in a sediment budget analysis to determine the coefficient of alongshore sediment transport and the inlet trapping characteristics. (Author).

Nonrandom behavior in field wave spectra and its effect on grouping of high waves /

"August 1982."

The statistical anatomy of ocean wave spectra /

"July 1976."

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.

A panel study of income dynamics : procedures and tape codes, 1974 interviewing year, Wave VII, a supplement /

"ISR code no. 4013"--T.p. verso.