Effects of first underlayer weight on the stability of stone-armored rubble-mound breakwater trunks subjected to nonbreaking waves with no overtopping :
hydraulic model investigation /
by Robert D. Carver ; prepared for Office, Chief of Engineers, U.S. Army, under work unit 31269.

APA Citation

Carver, R. D., Hydraulics Laboratory (U.S.)., United States. Army. Corps of Engineers. (1980). Effects of first underlayer weight on the stability of stone-armored rubble-mound breakwater trunks subjected to nonbreaking waves with no overtopping: hydraulic model investigation. Vicksburg, Miss.: U.S. Army Engineer Waterways Experiment Station.

MLA Citation

Carver, Robert D, Hydraulics Laboratory (U.S.), and United States. Army. Corps of Engineers. Effects of First Underlayer Weight On the Stability of Stone-armored Rubble-mound Breakwater Trunks Subjected to Nonbreaking Waves With No Overtopping: Hydraulic Model Investigation. Vicksburg, Miss.: U.S. Army Engineer Waterways Experiment Station, 1980.