ERDC/CHL CHETN-III-64
June 2002 (revised)
Breakwater Deterioration Work Unit. The Principal Investigator for the work unit was
Dr. Jeffrey A. Melby. Questions about this CHETN can be addressed to him at (601-634-2062 or
e-mail ). This CHETN should be referenced as follows:
Melby, J. A. (2001). "Damage development on stone-armored breakwaters and
revetments," ERDC/CHL CHETN-III-64, U.S. Army Engineer Research and
Development Center, Vicksburg, MS.
REFERENCES
Broderick, L., and Ahrens, J. P. (1982). "Rip-rap stability scale effects," Technical Paper 82-3, U.S. Army
Engineer Waterways Experiment Station, Vicksburg, MS.
Hudson, R. Y. (1959). "Laboratory investigation of rubble-mound breakwaters," J. Wtrwy. and Harb.
Div., 85(WW3), 93-121, ASCE, Reston, VA.
Melby, J. A. (1999). "Damage progression on rubble mound breakwaters," TR CHL-99-17, U.S. Army
Engineer Research and Development Center, Vicksburg, MS, Ph.D. diss., University of Delaware,
Newark, DE.
Melby, J. A., and Kobayashi, N. (1998a). "Progression and variability of damage on rubble mound
breakwaters," J. Wtrwy., Port, Coast., and Oc., Engrg., 124(6), 286-294, ASCE, Reston, VA.
______ . (1998b). "Damage progression on breakwaters," Proc., 26th Coast. Engrg. Conf., V 2, ASCE,
Reston, VA, 1884-1897.
______ . (1999). "Damage progression and variability on breakwater trunks," Coastal Structures '99,
Balkema/Rotterdam, 309-316.
Shore protection manual. (1984). 4th ed., 2 Vol, U.S. Army Engineer Waterways Experiment
Station, U.S. Government Printing Office, Washington, DC.
Van der Meer, J. (1988). "Rock slopes and gravel beaches under wave attack," Ph.D. diss., Delft
Hydraulics Communication No. 396, Delft Hydrulics Laboratory, Emmeloord, The Netherlands.
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