scholarly journals HYDRAULIC MODEL TEST ON WAVE OVERTOPPING FOR COMPOSITE-TYPE SEAWALLS WITH LOW CROWN HEIGHT

1999 ◽  
Vol 15 ◽  
pp. 19-24
Author(s):  
Koji IWASE ◽  
Tsuyoshi IKEYA ◽  
Shoichi ABE ◽  
Hayato NOTOYA
Keyword(s):  
Model Test ◽  
Hydraulic Model ◽  
Crown Height ◽  
Wave Overtopping ◽  
Composite Type

Hydraulic Model Test of Stability of Amenity-Oriented Breakwater

1999 ◽  
Author(s):  
Shoji Kunitomi ◽  
Hajime Mase ◽  
Tomotsuka Takayama
Keyword(s):  
Model Test ◽  
Hydraulic Model

scholarly journals Model Test on the Variation of Wave Overtopping per Wave

1992 ◽  
Vol 8 ◽  
pp. 337-342
Author(s):  
Tomotsuka Takayama ◽  
Yasumasa Suzuki ◽  
Naota Ikeda ◽  
Hisashi Fujii
Keyword(s):  
Model Test ◽  
Wave Overtopping

scholarly journals HYDRAULIC MODEL EXPERIMENT ON WAVE OVERTOPPING OF COASTAL DIKE WITH 1:0.5 and 1:1 SLOPE at hc/Ho'=0～1

2016 ◽  
Vol 72 (2) ◽  
pp. I_379-I_384
Author(s):  
Kazuki HIMENO ◽  
Tetsuya TAKESHITA ◽  
Tatsuyuki IGARASHI ◽  
Tomoyoshi KOIZUMI ◽  
Yoshio SUWA
Keyword(s):  
Model Experiment ◽  
Hydraulic Model ◽  
Wave Overtopping

Research of Sewage Marine Discharge Diffusion Effect under Deep Water

2013 ◽  
Vol 726-731 ◽  
pp. 1027-1031
Author(s):  
Hang Yu ◽  
Jing Feng Bai ◽  
Xin Hai Wang ◽  
Hong Xin Zhao
Keyword(s):  
Model Test ◽  
Deep Water ◽  
Near Field ◽  
Large Angle ◽  
Hydraulic Model ◽  
Experimental Results ◽  
Premature Convergence ◽  
Design Parameters ◽  
Diffusion Effect ◽  
Horizontal Angle

The sewage diffusion effect under deep water was carried out between different diffuser design parameters based on the hydraulic model test, and Huizhou Dayawan sewage marine disposal project was taken as an example. The experimental results show that the design parameters are significant for sewage diffusion at the near field. For Dayawan project, jet angle was controlled to be 20 degree, and horizontal angle was controlled to be 90 degree. It not only can ensure that sewage fully diluted mixed, also can avoid the premature convergence and sewage lifting. It is feasible for selecting large angle nozzle under deep water and there are some technical bases have been provided for other sewage marine disposal project.

scholarly journals Computation of Wave Transfomation in Area with Permeable Breakwater and Hydraulic Model Test

1994 ◽  
Vol 10 ◽  
pp. 55-60
Author(s):  
Tomotsuka Takayama ◽  
Yasumasa Suzuki ◽  
Tetsuya Hiraishi ◽  
Takanori Morikawa
Keyword(s):  
Model Test ◽  
Hydraulic Model

scholarly journals Evaluation of Influence of Isahaya Wan Sea Dike by Hydraulic Model Test

2007 ◽  
Vol 54 ◽  
pp. 386-390
Author(s):  
Hirohide KIRI ◽  
Eisaku SHIRATANI ◽  
Noriyuki TAKAHASHI ◽  
Hajime TANJI ◽  
Kisaburo NAKATA
Keyword(s):  
Model Test ◽  
Hydraulic Model ◽  
Sea Dike

scholarly journals EROSION MECHANISUMS OF COASTAL DUNES USING HYDRAULIC MODEL TEST AND NUMERICAL SIMULATION

2016 ◽  
Vol 72 (2) ◽  
pp. I_619-I_624
Author(s):  
Ryuji NIKAIDO ◽  
Shin-ichi AOKI ◽  
Susumu ARAKI ◽  
Ken-ichi TOKIDA ◽  
MUHAJJIR
Keyword(s):  
Numerical Simulation ◽  
Model Test ◽  
Coastal Dunes ◽  
Hydraulic Model
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