Directional spectral wave generator basin response to monochromatic waves /

"This report is a product of the Laboratory Simulation of Spectral and Directional Spectral Waves Work Unit, Coastal Flooding and Storm Protection Program, Civil Works Research and Development, at the US Army Engineer Waterways Experiment Station's Coastal Engineering Research Center."--Preface.

Wave group analysis based on Kimura's method /

"September 1987."

Transplanting of the seagrasses "Zostera Marina" and "Halodule Wrightii" for sediment stabilization and habitat development on the east coast of the United States /

At head of title: Environmental Impact Research Program

Mathematical model of estuarial sediment transport : final report /

Issued October 1977.

Analysis of cross-shore movement of natural longshore bars and material placed to create longshore bars /

At head of title: "Dredging Research Program."

Tylers Beach, Virginia, Dredged Material Plume Monitoring Project : 27 September to 4 October 1991 /

At head of title: "Dredging Research Program."

Ecological effects of rubble weir jetty construction at Murrells Inlet, South Carolina /

"June 1984"--Pt. 2.

Storm surge simulation in transformed coordinates /

"November 1976."

Wave climate at selected locations along U.S. coasts /

"January 1977."

Beach Profile Analysis System (BPAS) /

"June 1982."

Combined diffraction and reflection by a vertical wedge : PCDFRAC user's manual /

"August 1988."

Propagation of Spartina alterniflora for substrate stabilization and salt marsh development /

"August 1974."

Paper electrophoretic studies of radioactive chromium salts in blood /

"Published with the approval of the Director of the University of Tennessee Agricultural Experiment Station."--Page iii.

Geometry of profiles across Inner Continental Shelves of the Atlantic and Gulf coasts of the United States /

Along most of the U.S. east and gulf coasts from Long Island to the Mexican Border, bottom profiles extending over the Inner Continental Shelves normal from the coast display a characteristic two-sector shape. Near the coast, the 'shoreface' profile sector is steep and concave-up; the seaward 'ramp' sector is planar with a gradual slope away from the coast. As part of the Beach Evaluation Program at this Center, 9 profiles extending from the coast 30.5 km (19 miles) seaward at each of 49 localities were averaged to mathematically characterize the profiles and to develop and test criteria for discriminating among groups of profiles. Results indicate Inner Continental Shelf profiles can be mathematically defined by 4 parameters: a = ramp slope (0 - 0.00107); b = depth of the ramp at the shoreline, when the ramp is extended as a straight line below the shoreface sector (0 - 24.7 meters, 0 - 81 feet); c = distance from the shoreline to the shoreface-ramp boundary (0.2 - 20.6 km, 0.12 - 12.9 miles); and f = index of concavity of the shoreface sector (0.21 - 1.72). Values in parentheses are the range of values obtained for the 49 averaged profiles. An equation was developed to define bottom depth as a function of distance from shore incorporating these four parameters. Computed depths using the equation were found to be generally within 5% of actual profile depths. In most cases, no relationship was found between the geometric characteristics of the shoreface and the ramp.

Energy spectra in shallow U.S. coastal waters /

"February 1980."