... at the berths all increase with the larger incident wave heights and larger incident wave periods as whole as shown in Table 5. In addition, the surge motion is the most critical motion affecting the downtime for heavy loaded Table 5. Vessel Motion Measured for Downtime Estimation Test Plan Surge (m) Sway (m...

.... The incident wave height (the incident wave period) was 0.06 - 0.12m (1.6 - 3.0 seconds). Before installing the seawall model, wave test was conducted to adjust the incident wave height as shown in Fig.3. Since there was not absorbing wave maker system, wave overtopping rate was measured after the wave height...

.... hydrodynamic characteristic coefficient new comb-type fbw transmission coefficient experimental study elasticity coefficient incident wave height characteristic attenuation characteristic offshore side subsea system wave attenuation characteristic experimental result wave transmission coefficient...

... with the incident wave height, and decreases with the wave period. The mechanism causing the wave attenuation by the muddy bed and fluid mud is the drag force caused by the friction between cohesive sediments and the bottom water particle motion. Additional friction caused by the Bingham fluid bed after...

... spectrum propagation time serial different location incident wave height platform deformation steep reef water level Experimental Study on Wave Propagation and Deformation over Steep Reef in Large Scale Wave Flume Songgui Chen a,b , Hanbao Chen a , Huaqin Zhang a , Jinhai Zheng b aTianjin...

... government research institute water level engineering wave absorption effect water depth fishing port incident wave height Study of the Wave Absorbing Ability of Vegetation on a Revetment by the Physical Model Test Baolei Geng Feng Gao Jingshi Sun National Engineering Laboratory for Port Hydraulic...

... and the center angles of concaved corner were changed into 180 degree, 160 degree, 140 degree and 120 degree. According to the test results, the maximum wave height amplification ratio at concaved corner was about 1.5 times of incident wave height, and the W-shaped wave height distribution was shown. wave...

... momentum equation reflection wave reflection breakwater gap wave diffraction bathymetry interaction karamba wave height diffraction incident wave height HMAR_HARBOURL: An Integrated Numerical Model for Harbour Layout Design Spiros Christopoulos, Ioannis Avgeris HYDROMARE Thermi, Greece...

... by a group at the Muroran Institute of Technology, Japan (Watabe, 2008). It uses the motion of a pendulum located in an open-mouthed water chamber to capture the energy of the waves. energy conversion efficiency wave height incident wave height sustainability load torque sustainable...

... and full scales. The incident wave conditions employed in the experiment are summarized in Table 2. Hm denotes the incident wave height of model and full scale, HP is for full scale. Tm , TP is the incident wave period at model and full scale respectively. Fig. 1 Schematics of OWC chamber The experiment...

... characterization impermeable submerged breakwater monolithic vertical-face submerged breakwater wave height runup height breakwater tsunami runup height kabdasli transmission runup height value corresponding incident wave height submerged breakwater 1 submerged breakwater wave transmission...

... by the reflected waves bouncing back from the structure, an effective range of records about 15 times of wave period is selected for further analysis. Fig. 5 demonstrates the water surface variations for the case of the incident wave height of 4 cm, wave period 1.6 s, and current velocity at 25cm/s. Fig. 5 Example...

...). The variation of gap width L includes 0cm, 15cm, 30cm and 50cm. The incident wave heights used in the experiments were 0.5cm, 1cm, 2cm, 3cm and 4cm. Six wave probes were used to record the surface elevations at the selected locations. The sampling rate was at 50Hz. Each test condition was repeated three times...

... oil & gas efficiency incident wave height eastern traveller pontoon pontoon breakwater kt computed transmission coefficient wave period Application of Physical Modeling for Measuring the Efficiency of Pontoon-Type Breakwaters Harman Ajiwibowo , Nita Yuanita, and Rahmat Zamzami Ocean...

... single disturbance longshore distance wave height upstream oil & gas calculation initial bottom rip current numerical simulation incident wave height water depth initial disturbance Generation of Rip Currents from Single Disturbance in Bottom Topography Ichiro Deguchi, Mamoru Arita...

... bragg incident wave height reservoir characterization reflection coefficient water wave elevation propagation water elevation velocity field upstream oil & gas surface elevation breakwater national cheng kung university boundary condition engineering evolution wavelength...

... 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6 1.8 2 T= 12.075 sec. ntime= 2200 Fig 4: Mesh of the computational domain. Tolba(1998) has published experimental data on the transmission coefficient (ratio of transmitted wave height to incident wave height) for waves passing a fixed, infinitely long floating breakwater...

... to the experimental conditions. Consequently, resonant phenomena in the channel were found at kL 53 n (k is the wave number and L is the channel length). The maximum wave height in the channel was more than nine times as long as the incident wave height. INTRODUCTION With the construction of large coastal...

...-scale floating structure is observed, and the maximum deformation of the structure becomes smaller than incident wave height when the fission phenomenon occurs and decreases with the increase of the propagation distance of fissioned waves. Secondly, mooring force increases when flexural rigidity becomes...

... mouth. incident wave height downstream side transport rate topography change deformation one-line theory wave height upstream oil & gas equation upstream side longshore direction wave generation wave-induced current reservoir characterization topography numerical model...