REFERENCES 



Ahrens, J. P. (1975). "Large wave tank tests of riprap stability," Technical 



Memorandum N. 51, U.S. Army Engineer Waterways Experiment Station, 

 Coastal Engineering Research Center, Vicksburg, MS. 



Ahrens, J. P. and McCartney, B. L. (1975). "Wave period effect on the stability of 

 riprap," Proc, Civ. Engrg. in the Oceans III, ASCE, 1019-1034. 



Baquerizo, A., Losada, M. A., Smith, J. K., and Kobayashi, N. (1997). "Cross-shore 



variation of wave reflection from beaches," J. Wtrwy., Port, Coast., and Oc. 

 Engrg., ASCE, 123(5), 274-279. 



Battjes, J. A. (1974). "Surf similarity," Proc, 14th Coast. Eng. Conf., ASCE, Vol. 1, 

 466-480. 



Battjes, J. A., and Stive, H. J. F. (1985). "Calibration and verification of a dissipation 

 model for random breaking waves," J. Geophys. Res. 90(C5), 9159-9167. 



Bouws, E., Gunther, H., Rosenthal, W., and Vincent, C. L. (1985). "Similarity of the 

 wind wave spectrum in finite depth water. 1. Spectrum form," J. Geophys. 

 /?e5. 90 (CI), 975-986. 



Broderick, L., and Ahrens, J. P. (1982). "Rip-rap stability scale effects," Technical 



Paper 82-3, U.S. Army Engineer Waterways Experiment Station, Coastal 

 Engineering Research Center, Vicksburg, MS. 



Bruun, P. (1985). Design and Construction of mounds for breakwaters and coastal 

 protection. Elsevier Science Publishing Co., Inc., New York, NY. 



Carver, R. D., and Wright, B. L. (1991). "An investigation of random variations in the 

 stability response of stone armored, rubble mound breakwaters," Technical 

 Report CERC-91-17, U.S. Army Engineer Waterways Experiment Station, 

 Vicksburg, MS. 



196 



