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Journal articles on the topic 'Modular flap-type wave energy converter'

Author: Grafiati
Published: 4 June 2021
Last updated: 8 February 2022

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1

Wilkinson, L., T. J. T. Whittaker, P. R. Thies, S. Day, and D. Ingram. "The power-capture of a nearshore, modular, flap-type wave energy converter in regular waves." Ocean Engineering 137 (June 2017): 394–403. http://dx.doi.org/10.1016/j.oceaneng.2017.04.016.

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2

Saeidtehrani, Saghy. "Flap-type wave energy converter arrays: Nonlinear dynamic analysis." Ocean Engineering 236 (September 2021): 109463. http://dx.doi.org/10.1016/j.oceaneng.2021.109463.

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3

Behzad, Hamed, and Roozbeh Panahi. "Optimization of bottom-hinged flap-type wave energy converter for a specific wave rose." Journal of Marine Science and Application 16, no. 2 (2017): 159–65. http://dx.doi.org/10.1007/s11804-017-1405-y.

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4

Bacelli, Giorgio, and John V. Ringwood. "Nonlinear optimal wave energy converter control with application to a flap-type device." IFAC Proceedings Volumes 47, no. 3 (2014): 7696–701. http://dx.doi.org/10.3182/20140824-6-za-1003.00788.

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5

Michailides, Constantine, Zhen Gao, and Torgeir Moan. "Wave- and Wind-induced Responses of the Semisubmersible Wind Energy and Flap-type Wave Energy Converter Based on Experiments." International Journal of Offshore and Polar Engineering 27, no. 1 (2017): 54–62. http://dx.doi.org/10.17736/ijope.2017.jc672.

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6

Saeidtehrani, Saghy, and Madjid Karimirad. "Multipurpose breakwater: Hydrodynamic analysis of flap-type wave energy converter array integrated to a breakwater." Ocean Engineering 235 (September 2021): 109426. http://dx.doi.org/10.1016/j.oceaneng.2021.109426.

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7

Ren, Nianxin, Hongbo Wu, Kun Liu, Daocheng Zhou, and Jinping Ou. "Hydrodynamic Analysis of a Modular Floating Structure with Tension-Leg Platforms and Wave Energy Converters." Journal of Marine Science and Engineering 9, no. 4 (2021): 424. http://dx.doi.org/10.3390/jmse9040424.

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This work presents a modular floating structure, which consists of five inner tension-leg platforms and two outermost wave energy converters (denoted as MTLPW). The hydrodynamic interaction effect and the mechanical coupling effect between the five inner tension-leg platforms (TLP) and the two outermost wave energy converters (WEC) are taken into consideration. The effects of the connection modes and power take-off (PTO) parameters of the WECs on the hydrodynamic performance of the MTLPW system are investigated under both operational and extreme sea conditions. The results indicate that the hydrodynamic responses of the MTLPW system are sensitive to the connection type of the outermost WECs. The extreme responses of the bending moment of connectors depend on the number of continuously fixed modules. By properly utilizing hinge-type connectors to optimize the connection mode for the MTLPW system, the effect of more inner TLP modules on the hydrodynamic responses of the MTLPW system can be limited to be acceptable. Therefore, the MTLPW system can be potentially expanded to a large degree.
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8

Bacelli, G., R. Genest, and J. V. Ringwood. "Nonlinear control of flap-type wave energy converter with a non-ideal power take-off system." Annual Reviews in Control 40 (2015): 116–26. http://dx.doi.org/10.1016/j.arcontrol.2015.09.006.

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9

Cho, Yong-Hwan, Tomoaki Nakamura, Norimi Mizutani, and Kwang-Ho Lee. "An Experimental Study of a Bottom-Hinged Wave Energy Converter with a Reflection Wall in Regular Waves—Focusing on Behavioral Characteristics." Applied Sciences 10, no. 19 (2020): 6734. http://dx.doi.org/10.3390/app10196734.

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The hybrid system of wave energy converters (WECs) using coastal structures is an attractive issue in terms of a decrease in construction costs and an improvement of the ability to capture wave energy. Most studies on the utilization of reflected waves from structures, which is one of the hybrid systems, are limited to mathematical analysis based on linear theories. Therefore, this paper presents fundamental experimental results in the presence of a reflection wall simplified as a coastal structure behind a bottom-hinged flap-type WEC under unidirectional regular waves. The behavioral characteristics and the power generation efficiency ke of the flap were investigated, focusing on wave steepness, initial water depth, and distance from the reflection wall. The results show that the condition of the initial water depth being smaller than the flap height is more effective in terms of avoiding unstable rotating of the flap. The maximum ke appeared slightly far from the node position of the standing waves because the flap shape and the power take-off (PTO) damping induce the phase difference between the reciprocating behavior of the flap and the period of the standing wave. The results imply that the optimum position of a WEC is dependent on WEC shape, PTO damping, and installation water depth.
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10

Yano, Kenji, Hideo Kondo, and Tomiji Watabe. "METHOD OF ESTIMATING THE POWER EXTRACTED BY FIXED COASTAL TYPE WAVE POWER EXTRACTORS." Coastal Engineering Proceedings 1, no. 20 (1986): 176. http://dx.doi.org/10.9753/icce.v20.176.

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Study is performed on a vertical flap type energy converter, "Pendulor System". The power absorbed with the system in random waves is estimated using a transfer function of absorbed power (absorption coefficient) in regular waves and wave spectrum. A boundary element technique is applied to compute the hydrodynamic problem associated with the system which is placed in regular waves. The applicability of the method has been examined by a series of field test at a test plant caisson. The agreement between estimation and experiment was found to be good except near the resonance frequency of the system.
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11

Magkouris, Alexandros, Markos Bonovas, and Kostas Belibassakis. "Hydrodynamic Analysis of Surge-Type Wave Energy Devices in Variable Bathymetry by Means of BEM." Fluids 5, no. 2 (2020): 99. http://dx.doi.org/10.3390/fluids5020099.

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A variety of devices and concepts have been proposed and thoroughly investigated for the exploitation of renewable wave energy. Many of the devices operate in nearshore and coastal regions, and thus, variable bathymetry could have significant effects on their performance. In particular, Oscillating Wave Surge Converters (OWSCs) exploit the horizontal motion of water waves interacting with the flap of the device. In this work, a Boundary Element Method (BEM) is developed, and applied to the investigation of variable bathymetry effects on the performance of a simplified 2D model of a surge-type wave energy converter excited by harmonic incident waves. Numerical results, illustrating the effects of depth variation in conjunction with other parameters, like inertia and power-take-off, on the performance of the device, are presented. Finally, a comparative evaluation of the present simplified surge-type WEC model and point absorbers is presented for a case study in a selected coastal site on the Greek nearshore area, characterized by relatively increased wave energy potential.
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12

Tomey‐Bozo, Nicolas, Jimmy Murphy, Peter Troch, Tony Lewis, and Gareth Thomas. "Modelling of a flap‐type wave energy converter farm in a mild‐slope equation model for a wake effect assessment." IET Renewable Power Generation 11, no. 9 (2017): 1142–52. http://dx.doi.org/10.1049/iet-rpg.2016.0962.

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13

Tomey-Bozo, Nicolas, Aurélien Babarit, Jimmy Murphy, et al. "Wake effect assessment of a flap type wave energy converter farm under realistic environmental conditions by using a numerical coupling methodology." Coastal Engineering 143 (January 2019): 96–112. http://dx.doi.org/10.1016/j.coastaleng.2018.10.008.

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14

Li, Qinyuan, Constantine Michailides, Zhen Gao, and Torgeir Moan. "A comparative study of different methods for predicting the long-term extreme structural responses of the combined wind and wave energy concept semisubmersible wind energy and flap-type wave energy converter." Proceedings of the Institution of Mechanical Engineers, Part M: Journal of Engineering for the Maritime Environment 232, no. 1 (2018): 85–96. http://dx.doi.org/10.1177/1475090217726886.

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15

Nguyen, H. P., and C. M. Wang. "Oscillating Wave Surge Converter-Type Attachment for Extracting Wave Energy While Reducing Hydroelastic Responses of Very Large Floating Structures." Journal of Offshore Mechanics and Arctic Engineering 142, no. 4 (2020). http://dx.doi.org/10.1115/1.4045916.

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Abstract This paper presents an oscillating wave surge converter (OWSC)-type attachment, comprising a submerged vertical flap connected to the fore edge of a very large floating structure (VLFS) with hinges and linear power take-off (PTO) systems, for extracting wave energy while reducing hydroelastic responses of VLFS. In terms of reductions in hydroelastic responses of VLFS, the OWSC-type attachment is better than the recently proposed raft wave energy converter (WEC)-type attachment for relatively short waves (T < 7 s) and better than the conventional anti-motion device comprising a submerged vertical flap rigidly connected to the fore edge of VLFS for all wave periods. Importantly, the horizontal wave force acting on the submerged flap for the OWSC-type attachment is smaller than that for the conventional anti-motion device, leading to a more economical mooring system. In terms of wave energy extraction, the OWSC-type attachment is better than the raft WEC-type attachment for intermediate and long waves (T ≥ 7 s). In addition, for maximizing power production, the required flap length for the OWSC-type attachment is much smaller than the required pontoon length for the raft WEC-type attachment (about λ/10 as compared to about λ/3, where λ is the incident wavelength).
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