Italy 



Japan--Continued 



Monaco 



Bagnoli 



Kanzaki 



Larvotto Beach-Monte Carlo 



Ceriale 



Kineichiyo 





Oiiavari 



Kitaebisu 



Morocco 



Corroglio 



Maizuru 



Agadir 



Lido of Rome 



Maji 





Ligure 



Miyazu 



New Jersey 



Loano 



Nakahama 



Asbury Park 



Ostia 



Neya 



Sandy Hook 



Porto S. Giorgio 



Niigata 





Posillipe 



Niishiki Beach 



Nicaragua 



Salerno 



Nishikihama 



Paso de Caballos 



Sanremo 



Nishikinohama-Kaizuka 



Ohio 



Taggia 



One j ime 



Lakeview Park- Lorain 



Vecchio 



Seppu 





Viserba 



Shinmatsubara-Okagakicho 



Puei^to Rico 





Toban 



San Juan 



Japan 



Toyama Bay 





Aomori 



Zenigamezawa 



Singapore 



Atsumi 







Fuya 



Massachussetts 



South Africa 



Hakahama 



Dennis Shore 



Durban 



Hamada 



Vineyard Haven 





Ishiji 



Winthrop Beach 



Sri Lanka 



Ishizaki 







Iwafune 



Mexico 



U.S.S.R. 



K^aike 



Salina Cruz 



Crimea 



Kaizaka 





Odessa 



III. ANNOTATED BIBLIOGRAPHY 



1. ADACHI, S., and KOAI, A., "Experimental Studies on Shoaling of Harbor 

 Areas," Proceedings of the Fifth Conferenae on Coastal Engineering in 

 Japanj Japan Society of Civil Engineers, 1958, pp. 81-86 (in Japa- 

 nese--translation available in CERC library). 



Keywords: Accretion, Detached breakwater, Hydraulic model (three- 

 dimensional"). Littoral transport, Tombolo 



This paper presents an experimental study of changes of the shore- 

 line in a sheltered area behind a detached breakwater constructed at 

 right angles to the direction of the incident waves. 



2. ADACHI, S., SAWARAGI, T., and OGO, A., "The Effects of Coastal Struc- 

 tures on the Littoral Sand Drifts," Coastal Engineering in Japan, 

 Tokyo, Japan, Vol. 2, 1959, pp. 85-98. 



Keywords: Detached breakwater. Hydraulic model (three-dimensional), 



Japan (Miyazu), Littoral transport. Movable bed, Tombolo, Wave 

 diffraction. Wave refraction 



This report discusses the estimated shoreline deformation of sand 

 beaches by the variation of longshore current velocity when an offshore 

 breakwater is constructed. The developing and stabilized forms of tom- 



