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1-20 of 251
Keywords: experiment
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Journal Articles
Int. J. Offshore Polar Eng. 34 (03): 246–253.
Paper Number: ISOPE-24-34-3-246
Published: 09 September 2024
... in Tables 1 to 3. Please note that (i) the stiffness and hydrodynamic coef cients for the mooring chain have not been experimentally determined but are taken as standard values (DNV, 2010), and (ii) the fore and aft mooring lines were not of equal length in the experiments because of the constraints...
Journal Articles
Int. J. Offshore Polar Eng. 34 (03): 238–245.
Paper Number: ISOPE-24-34-3-238
Published: 09 September 2024
... that the assembly of mooring lines and oater has different structural properties in the simulations and in the experiment. Regarding the other two degrees of freedom, the amplitude of the heaving motion in the CFD results damps out faster than the experimental one. In fact, the amplitude of the motion remains...
Journal Articles
Int. J. Offshore Polar Eng. 34 (03): 314–321.
Paper Number: ISOPE-24-34-3-314
Published: 09 September 2024
... is presented in Fig. 12 in comparison with the experimental data. The time instant of the wave attack of SPH is ahead of the experiment, but the moment of the second peak matches the experiment generally well. In terms of the predicted pressure values, the peak pressure values at FP3 are overestimated compared...
Journal Articles
Int. J. Offshore Polar Eng. 34 (02): 174–181.
Paper Number: ISOPE-24-34-2-174
Published: 03 June 2024
...). Therefore, it is presumed that the impact is not signi cant when in contact with adjacent caissons; however, the extent of this in uence should be veri ed through model experiments or on-site investigations, which is desirable. EXPERIMENTAL CONDITIONS Breakwater Model In the model experiment, a rectangular...
Journal Articles
Int. J. Offshore Polar Eng. 34 (02): 158–163.
Paper Number: ISOPE-24-34-2-158
Published: 03 June 2024
.... KEY WORDS: Marine fouling, hydrodynamic forces, Morison equation, waves, roughness parameters, submerged oating tunnel, OpenFOAM. the limited experimental test conditions, the Keulegan-Carpenter number (KC) is rather low in the experiments. The effects of wave properties in a wider range of KC should...
Journal Articles
Christian Windt, Nils Goseberg, Stefan Schimmels, Matthias Kudella, Ranjith Khumar Shanmugasundaram, Henrik Rusche, Vinay Kumar Vanjakula, Frank Adam, Dawid Majewski, Krystyna Kazimierowicz-Frankowska, Michal Pietrzkiewicz, V. S. Ozgür Kirca, B. Mutlu Sumer
Int. J. Offshore Polar Eng. 34 (02): 182–190.
Paper Number: ISOPE-24-34-2-182
Published: 03 June 2024
..., such that the required modelling coef cients (e.g., elastic moduli, Poisson s ratio, and coef cient of permeability) can be adjusted and basic model assumptions can be veri ed. To that end, small-scale experiments in an experimental wave ume at the Institute of HydroEngineering of Polish Academy of Sciences have been...
Journal Articles
Int. J. Offshore Polar Eng. 34 (02): 129–137.
Paper Number: ISOPE-24-34-2-129
Published: 03 June 2024
...-to-Sequence models are proposed and used to compare the PFN model, Long Short-Term Memory model, and Convolutional Neural Network. Three different groups of model experiment data are used for comparison. Results show that PFN has advantages in real-time prediction of parametric roll motion due to its time...
Journal Articles
Int. J. Offshore Polar Eng. 34 (01): 93–100.
Paper Number: ISOPE-24-34-1-093
Published: 06 March 2024
... reservoir characterization underwater noise generation mechanism sustainability sustainable development experiment aluminum social responsibility noise impedance diameter projectile geologist specimen international journal experimental investigation construction polar engineering...
Journal Articles
Int. J. Offshore Polar Eng. 34 (01): 67–74.
Paper Number: ISOPE-24-34-1-067
Published: 06 March 2024
... time was 10 ns. The experiments were conducted using tap water at room temperature and three pump discharge pressures of 5, 10, and 15 MPa under atmospheric pressure without any water pressure adjustment in the tank. EXPERIMENTAL RESULTS Measurement of Shock Wave Generation Area To investigate...
Journal Articles
Alexander T. Bekker, Pavel V. Anokhin, Olga A. Sabodash, Grigoriy Yu. Nechiporenko, Konstantin A. Kornishin, Yaroslav O. Efimov, Petr A. Tarasov, Valentin A. Demidov
Int. J. Offshore Polar Eng. 33 (04): 380–387.
Paper Number: ISOPE-23-33-4-380
Published: 15 December 2023
... as the physical capabilities of the ice experimental basin, a deci- International Journal of Offshore and Polar Engineering, Vol. 33, No. 4, December 2023, pp. 380 387 383 sion was made to grow model hummocks in experiments. The hummocks were to be 10 times smaller than the full scale; that is, the scale coef...
Journal Articles
Andreas P. Mentzelopoulos, José del Águila Ferrandis, Samuel Rudy, Themistoklis Sapsis, Michael S. Triantafyllou, Dixia Fan
Int. J. Offshore Polar Eng. 33 (04): 367–379.
Paper Number: ISOPE-23-33-4-367
Published: 15 December 2023
... (x axis) is shown for various ow velocities (range: 0.3 2.4 m/s). Each subplot (titled with an associated number from the NDP experiments) corresponds to a different incoming ow velocity; a higher experiment number corresponds to a higher ow velocity. Experimentally observed (reconstructed...
Journal Articles
Int. J. Offshore Polar Eng. 33 (04): 409–419.
Paper Number: ISOPE-23-33-4-409
Published: 15 December 2023
... (or practical) numerical calculations for complex stick/slip phenomena at fenders play an important role but must be validated with experimental results or actual operational data to evaluate the operability of CTVs. Given these motivations, I conducted both model experiments and numerical calculations...
Journal Articles
Int. J. Offshore Polar Eng. 33 (04): 399–408.
Paper Number: ISOPE-23-33-4-399
Published: 15 December 2023
... and h is the initial water level upstream of the gate. The thickness of the gate was 0.01 m, which was the same as in the experimental setting of Hernández-Fontes et al. (2020). The gate was driven by a free-fall weight mounted in the experiment, and more details of the instrumentation involved...
Journal Articles
Int. J. Offshore Polar Eng. 33 (03): 301–306.
Paper Number: ISOPE-23-33-3-301
Published: 15 September 2023
...Maokun Ye; Hamn-Ching Chen; Arjen Koop _ In this study, we perform CFD simulations for the NTNU Blind Test 2 experiment, in which two turbines were placed in a closed-loop wind tunnel and operating in line. The Reynolds-averaged Navier Stokes (RANS) equations with the k -ω SST turbulence model...
Journal Articles
Alexander V. Nesterov, Yuri G. Gavrilov, Igor V. Buzin, Andrey A. Skutin, Yuri P. Gudoshnikov, Konstantin A. Kornishin, Yaroslav O. Efimov, Petr A. Tarasov
Int. J. Offshore Polar Eng. 33 (03): 266–272.
Paper Number: ISOPE-23-33-3-266
Published: 15 September 2023
... organized as different “hackathons” (Jang et al., 2017). iceberg probability efficiency europe government detection international journal dimension estimate artificial intelligence radar visibility experiment united states government comparison canada government detection probability...
Journal Articles
Int. J. Offshore Polar Eng. 33 (02): 204–214.
Paper Number: ISOPE-23-33-2-204
Published: 01 June 2023
..., the Japan Workvessel Association conducted model experiments for large crane barges. Although useful experimental data were obtained, the theoretical investigation was not enough to understand the mechanics (Japan Workvessel Association, 1978). Nojiri investigated the coupled dynamics in linear analysis...
Journal Articles
Int. J. Offshore Polar Eng. 33 (02): 132–140.
Paper Number: ISOPE-23-33-2-132
Published: 01 June 2023
... of 0.0875 m and a wave period T of 2.1 s. Moreover, according to the experimental setup, six wave probes are used to record the wave elevation at different positions, as listed in Table 1. In the experiments, their sampling frequency f is 100 Hz, and in our simulations, the output interval is each time step...
Journal Articles
Int. J. Offshore Polar Eng. 33 (02): 157–163.
Paper Number: ISOPE-23-33-2-157
Published: 01 June 2023
... the full-scale case study (Fig. 4) is slightly different. At a location close to the seawall (i.e., Dw/d = 1 9512) (Fig. 4a), the experimental result shows a similar wave pattern as what has been observed in the scaled experiment; however, the corresponding numerical results do not show a clear double...
Journal Articles
Shaswat Saincher, V. Sriram, R. Ravindar, Shiqiang Yan, Dimitris Stagonas, Stefan Schimmels, Zhihua Xie, Michel Benoit, William Benguigui, Maria Teles, Fabien Robaux, Christophe Peyrard, Andreas T. Asiikkis, Charalambos Frantzis, Antonis I. Vakis, Dimokratis G. E. Grigoriadis, Qian Li, Qingwei Ma, Ningbo Zhang, Kaiyuan Zheng, Xizeng Zhao, Xiao Hu, Shuling Chen, Songtao Chen, Qingjie Meng, Weiwen Zhao, Decheng Wan
Int. J. Offshore Polar Eng. 33 (02): 113–122.
Paper Number: ISOPE-23-33-2-113
Published: 01 June 2023
... recommendations for best numerical practices to be followed for violent breaker-structure interaction simulations, especially close to the prototype scale. EXPERIMENTAL DETAILS The experiments involve a train of regular waves generated by a piston-type wavemaker (WM). The waves shoal over a 1:10 sloping beach...
Journal Articles
Impact of Multiphase Flow Simulation of Breaking Waves on a Vertical Seawall with a Recurved Parapet
Int. J. Offshore Polar Eng. 33 (02): 141–147.
Paper Number: ISOPE-23-33-2-141
Published: 01 June 2023
... and the ne mesh are in good agreement with the experimental results. experiment. The variations of the pressure against time demonstrate the slamming characteristic of the vertical seawall at different locations. The impact pressure reaches the peak value immediately. According to the experimental...
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