scholarly journals Proposal of Safety Inspection Criteria Considering Armor Layer Shoulder Width and Crest Height of Rubble Mound Breakwater Armored with Dissipating Block

2021 ◽  
Vol 22 (11) ◽  
pp. 468-479
Author(s):  
Yong-Hee Kim ◽  
Yoon-Koo Kang
Keyword(s):  
Author(s):  
Young-Taek Kim ◽  
Jong-In Lee ◽  
Sungwon Shin

The coastal structures, such as breakwaters, are constructed to provide the calm basin for ships and to protect the harbor facilities. The adequate design and the evaluation of design parameters are indispensable. The determination of crest height of coastal structures is one of the most important design process among all procedures. The allowable wave overtopping, the relative crest height (Rc/Hs) and the wave transmission could be applied to design the crest height of structures. The previous studies on the wave transmission coefficients were mainly conducted about the low crested structures. The previous design method could not cover the conventional breakwaters with superstructures. In this study, the wave transmission coefficient for rubble mound structures with superstructures would be investigated with hydraulic model tests.


2019 ◽  
Vol 14 (6) ◽  
pp. 957-966
Author(s):  
Richard L. Cahanin IV ◽  
John R. Jefferson ◽  
Timothy W. Flynn ◽  
Nicholas Goyeneche

Author(s):  
Daiki SAKAI ◽  
Gozo TSUJIMOTO ◽  
Tsuyoshi KANAZAWA ◽  
Taisei KANDA

Author(s):  
Kento KOSEKI ◽  
Yusuke YAMANAKA ◽  
Yoshimitsu TAJIMA ◽  
Takenori SHIMOZONO
Keyword(s):  

2021 ◽  
Vol 112 ◽  
pp. 102711
Author(s):  
Soheil Radfar ◽  
Mehdi Shafieefar ◽  
Hassan Akbari ◽  
Panagiota A. Galiatsatou ◽  
Ahmad Rezaee Mazyak

Sign in / Sign up

Export Citation Format

Share Document