scholarly journals STUDIES ON A LARGE DISPLACEMENT PUMP FOR AN OCEAN WAVE POWER CONVERTER

1996 ◽  
Vol 1996 (3) ◽  
pp. 289-294 ◽  
Author(s):  
Tomiji WATABE ◽  
Hideo KONDO ◽  
Masaharu NARITA ◽  
Katsuhiro SEINO ◽  
Eiichi AKAMA
1999 ◽  
Vol 1999 (4) ◽  
pp. 73-78
Author(s):  
Tomiji WATABE ◽  
Hirotaka YOKOUCHI ◽  
Hideo KONDO ◽  
Masaru INOYA ◽  
Mamoru KUDO

2016 ◽  
Vol 96 ◽  
pp. 257-269 ◽  
Author(s):  
M. Reza Hashemi ◽  
Stéphan T. Grilli ◽  
Simon P. Neill

2013 ◽  
Vol 291-294 ◽  
pp. 1949-1953
Author(s):  
Yu Feng Tian ◽  
Yan Huang

The interactions between waves and the pendulum wave power converter were simulated, considering Navier-Stokes (N-S) equations as governing equations of the fluid, using the k-ε turbulence model and finite element software ADINA. The setting wave-generating boundary method and viscosity damping region method were developed in the numerical wave tank. Nodal velocities were applied on each layer of the inflow boundary in the setting wave-generating boundary method. The viscosity of the fluid in the damping region was obtained artificially in the viscosity damping region method, and the energy in the fluid was decreased by the viscosity in governing equations. The physical model tests were simulated with the fluid-structure interaction (FSI) numerical model. The numerical results were compared with the experimental data, and then the results were discussed. A reference method is advanced to design the pendulum wave power converter. The method to solve the complex FSI problems is explored.


2020 ◽  
Vol 99 (sp1) ◽  
pp. 9
Author(s):  
Yong Wan ◽  
Chongwei Zheng ◽  
Jie Zhang ◽  
Yongshou Dai ◽  
Ligang Li ◽  
...  

Author(s):  
Hiroaki Nakada ◽  
Hideaki Ohneda ◽  
Shigeo Takahashi ◽  
Masazumi Shikamori ◽  
Tadashige Nakazono

Author(s):  
Takahiro Otsubo ◽  
Masayuki Orita ◽  
Tatsuya Kinoshita ◽  
Toshiaki Kanemoto ◽  
Kiyoshi Kokubu

This paper presents the unique ocean wave power station, which is composed of the floating type platform with a pair of the floats lined up at the interval of one wave length and the counter-rotating type power unit submerged in the seawater at the middle position of the platform. Such profiles make the flow velocity through the turbines two times faster than that of the traditional OWC types, and make the turbine diameter large as possible because the rotational moment hardly acts on the platform. The previous paper verified that the station is effective to get the power from the ocean wave at the normally oscillating motion. Continuously, this paper discusses the effect of the wave length on the motion of the platform and present the flow conditions around Wells type hydraulic turbine in CFD. The platform in which the floats are at the symmetrical position to the anti-node oscillates normally irrespective of the stationary wave length. On the contrary, the platform with the floats the asymmetrically arranged or being at the progressive wave plays in the dutch-roll condition and does not get the fruitful power.


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