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Results 1-10 of 15 (Search time: 0.123 seconds).
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Issue DateTitleAuthor(s)
1980-08Erosion control of scour during construction. Report 2, Literature survey of theoretical, experimental, and prototype investigationsHales, Lyndell Z.
1980-09Erosion control of scour during construction. Report 3, Experimental measurements of refraction, diffraction, and current patterns near jettiesHales, Lyndell Z.
1980-01Effects of first underlayer weight on the stability of stone-armored rubble-mound breakwater trunks subjected to nonbreaking waves with no overtopping : hydraulic model investigationCarver, Robert D.
1985-01Erosion control of scour during construction. Report 8, Summary reportCoastal Engineering Research Center (U.S.); Hales, Lyndell Z.
1984-09Erosion control of scour during construction. Report 6, FINITE - a numerical model for combined refraction and diffraction of wavesCoastal Engineering Research Center (U.S.); Houston, James R. (James Robert), 1947-; Chou, Lucia W.
1984-09Erosion control of scour during construction. Report 5, Experimental measurements of refraction and diffraction downcoast of an oblique breakwaterCoastal Engineering Research Center (U.S.); Hales, Lyndell Z.
1983-06Erosion control of scour during construction. Report 4, Stability of underlayer material placed in advance of construction to prevent scour : hydraulic model investigationCoastal Engineering Research Center (U.S.); Hales, Lyndell Z.; Houston, James R. (James Robert), 1947-
1983-12Stability of stone- and dolos-armored, rubble-mound breakwater trunks subjected to breaking waves with no overtoppingCarver, Robert D.
1986-09Irregular wave overtopping of seawall/revetment configurations, Roughans Point, Massachusetts : experimental model studyUnited States. Army. Corps of Engineers. New England Division; Ahrens, John P.; Heimbaugh, Martha S.; Davidson, D. Donald
1983-12Effects of dolos breakage on the stability of rubble-mound breakwater trunks subjected to breaking and nonbreaking waves with no overtoppingMarkle, Dennis G.; Davidson, D. Donald

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