... Pouring volume Time for each standard pipe The biggest pouring volume a day (16h) First The bottom plate of the traffic lane 10212m3 8d 1469m³ Second Side wall and middle wall area 10046m3 7d 1440m³ Third The bottom plate area 9005m3 6d 1517m³ Fourth Steel shell at two ends 84m3 1d Steel pipes...

... waves and the slamming impact was recorded using a high-speed camera. In order to see the variability of the slamming load, it was repeated 20 times for each condition. The green water load on the side wall of FPSO was measured in regular and irregular waves. The measured slamming and green water loads...

... model test liquified natural gas lng-fuel tank experimental study sensor panel weibull distribution low filling condition marine transportation natural frequency tank gas monetization impact pressure side wall two-row tank freight & logistics services one-row tank lower...

...% for the maximum impact pressure and 50% for the averaged impact pressure acting on the surface of the tsunami shelter. streamline type trapezoid type box type front face large-sized tsunami shelter side wall particle show comparison runup point shelter mutsuda impact pressure tsunami flow...

... solution. The results show that the present method yields excellent results, quick convergence and less amount of computation time. Furthermore, the sloshing of several containers with complex geometry has also been analyzed. side wall container ring column exterior wall cylindrical container...

... occurring as a result of internal deformation, it was confirmed that the reflection image of electromagnetic wave radar was unclear which can potentially influence the result of exploration of reinforcing bars. side wall healthy specimen open channel electromagnetic wave radar method test...

... is not clarified concerning the internal deformation. In this research, the occurrence process of the crack in the side wall was clarified by the analysis of the core sampled from the side wall of the open channel where the frost damage occurred. In addition, the frost damage deterioration in internal side wall...

..., which is applied to the surfaces of the cavitating or non-cavitating surface piercing body, to the the walls of NTT and to the free surface. The integral equation based on Green's theorem is divided into five parts: The surface piercing body part, The free surface part, The right side wall...

... cavitation nwt free surface passenger transportation side wall tunnel numerical analysis iteration element method perturbation potential hydrofoil surface Paper No. 2006-JSC-425 Sakir BAL 1 Numerical Analysis of Cavitating Hydrofoils Inside a Numerical Wave Tank Sakir Bal Department of Naval...

... bearing structure with rocking motion was detailedly examined. Based on the experimental result, which deformation direction of the anisotropic ground was different depending strongly on the initial depositional condition, applicability of countermeasure used by installing side wall beneath structure...

.... Furthermore, a prevention effect against failure of ground induced by ocean wave loading and oscillation of coastal structure was investigated by using model structures with side wall such as the skirted foundation. INTRODUCTION With the development of waterfront, proper evaluation of stability...

... deformation loading test deformation behavior fabric anisotropy anisotropy flow deformation side wall wave force bearing capacity deformation reservoir characterization model structure coastal structure Flow Deformation of Anisotropic Ground Induced by Ocean Wave Loading and Oscillation...

... ABSTRACT A method that large fluid bags are allocated in the cargo hold is proposed for safe and efficient transportation of massive water with general cargo ships. Pressure by sloshing occurs on the side wall of the hull by the liquid bags and the strength seems to vary by the distance...

... the mouth of the narrower channel. Wu and Liu (1990) extended bowers' theory to a rectangle harbour. The harbour is exposed to the ocean and protected by a pair of thin break waters. discontinuity imaginary part linear wave side wall real part displacement equation matching point bower...

... of the tank. Using the NS-MAC NWT with both solid and transparent side-wall conditions, the effects of side-wall reflections are studied. The simulation results are compared with the computations by an independently developed potential-based NWT and the experiments conducted in the Offshore Technology...

.... surf zone side wall reynolds turbulence erosion velocity distribution fluid motion restrained undertow wave flume velocity field breaker three-dimensional characteristic steady flow undertow contribution fluid velocity breaking point uncontrolled undertow Proceedings of the Seventh...

... lateral pressure constant proportional velocity side wall dry saline ice rubble wellbore integrity friction angle confinement apparatus national research council deformation upstream oil & gas mechanical property rubble Mechanical Properties of Dry Saline Ice Rubble A.M. Cornett and G...

...Experimental Validation of Directional Wave Maker Theory with Side Wall Reflections E.P.D. Mansard and M.D. Miles National Research Council Canada Ottawa, Canada ABSTRACT Dalrymple recently developed a directional wave maker theory which is capable of simulating a desired oblique planar wave train...

... ABSTRACT Isaacson has recently developed a numerical model, using superposition of diffraction waves from point sources, to predict wave fields generated by a segmented wave generator, as well as reflections produced by the side walls in the basin. This paper describes the various...

... diffraction model for multidirectional wave generation. In Part I, a brief description of this numerical technique, which can predict the wave field at any location of the wave basin using point source distributions along the generator and the reflecting side walls, was presented. Numerical investigations...