. Coastal scour problems and methods for prediction of maximum scour. Scour (Hydraulic engineering); Sea-walls; Underwater pipelines; Rubble mound breakwaters. RUBBLE TOE PROTECTION 8 = ds RUBBLE AS TOE PROTECTION (AFTER BREBNER AND DONNELLY 1962). RUBBLE FOUNDATION B = ds RUBBLE AS FOUND A TION (AFTER BREBNER AND DONNELLY 1962). Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Fowler, Jimmy E; United States. Army. C


. Coastal scour problems and methods for prediction of maximum scour. Scour (Hydraulic engineering); Sea-walls; Underwater pipelines; Rubble mound breakwaters. RUBBLE TOE PROTECTION 8 = ds RUBBLE AS TOE PROTECTION (AFTER BREBNER AND DONNELLY 1962). RUBBLE FOUNDATION B = ds RUBBLE AS FOUND A TION (AFTER BREBNER AND DONNELLY 1962). Please note that these images are extracted from scanned page images that may have been digitally enhanced for readability - coloration and appearance of these illustrations may not perfectly resemble the original Fowler, Jimmy E; United States. Army. Corps of Engineers; Coastal Engineering Research Center (U. S. ); U. S. Army Engineer Waterways Experiment Station. [Vicksburg, Miss. : U. S. Army Engineer Waterways Experiment Station ; Springfield, Va. : Available from National Technical Information Service]


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