Development of a composite sea wall wave energy converter system

被引:32
作者
Buccino, Mariano [1 ]
Stagonas, Dimitris [2 ]
Vicinanza, Diego [3 ]
机构
[1] Univ Naples Federico II, Dept Civil Architectural & Environm Engn, Naples, Italy
[2] UCL, Fac Engn Sci, Dept Civil Environ & Geomat Eng, London WC1E 6BT, England
[3] Univ Naples 2, Dipartimento Ingn Civile Design Edilizia & Ambien, I-81031 Aversa, Caserta, Italy
关键词
Wave energy; Low-head hydropower; Shoreline wave energy converter; Composite seawall; COASTAL STRUCTURES; BREAKING; TRANSMISSION; REFLECTION;
D O I
10.1016/j.renene.2015.03.010
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
The cost-effective utilization of wave energy is still a major engineering challenge. Shoreline locations for Wave Energy Converters (WECs) offer lower wave energy densities when compared with offshore locations, but give significant advantages from the points of view of construction, maintenance and grid connection. This article provides a first analysis on the viability of a very low-head hydropower plant, in which waves accumulate water into a shoreline reservoir created by a steep detached ramp. The system is particularly suitable for micro-tidal environments such as the Mediterranean Sea and has the additional advantage of protecting shorelines, seawalls and coastal assets from wave action. Physical model tests, conducted with regular waves, have been used to get a preliminary estimate of the average water flux overtopping the ramp in a sea state; a novel low-head hydropower machine, developed at Southampton University, has been considered for the conversion of the hydraulic energy into electricity. The site of Porto Alabe, located along the West coast of Sardinia (Italy), has been chosen as a first case study. Based on the inshore wave climate, the layout of the ramp has been designed as a tradeoff between the needs of maximizing the energy production, providing the coastal area with an adequate protection and making the plant a desirable investment to either private or public players. The results are interesting both from a technical and an economic point of views and encourage a further deepening on the response of this kind of WEC. (C) 2015 Elsevier Ltd. All rights reserved.
引用
收藏
页码:509 / 522
页数:14
相关论文
共 51 条
  • [1] Adams C.B., 1987, COAST ENG, P1729
  • [2] Marine Renewable Energies: Perspectives and Implications for Marine Ecosystems
    Azzellino, Arianna
    Conley, Daniel
    Vicinanza, Diego
    Kofoed, Jens Peter
    [J]. SCIENTIFIC WORLD JOURNAL, 2013,
  • [3] Battjes J., 1974, Coastal Engineering Proceedings, V1, P26, DOI [DOI 10.1061/9780872621138.029, 10.1061/9780872621138.029]
  • [4] CALIBRATION AND VERIFICATION OF A DISSIPATION MODEL FOR RANDOM BREAKING WAVES
    BATTJES, JA
    STIVE, MJF
    [J]. JOURNAL OF GEOPHYSICAL RESEARCH-OCEANS, 1985, 90 (NC5): : 9159 - 9167
  • [5] Bozinhova S, 2013, P I CIV ENG ICE
  • [6] Nature and magnitude of wave loadings at Seawave Slot-cone Generators
    Buccino, M.
    Vicinanza, D.
    Salerno, D.
    Banfi, D.
    Calabrese, M.
    [J]. OCEAN ENGINEERING, 2015, 95 : 34 - 58
  • [7] Conceptual approach for prediction of wave transmission at low-crested breakwaters
    Buccino, Mariano
    Calabrese, Mario
    [J]. JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE, 2007, 133 (03): : 213 - 224
  • [8] Non Breaking Wave Forces at the Front Face of Seawave Slotcone Generators
    Buccino, Mariano
    Banfi, Davide
    Vicinanza, Diego
    Calabrese, Mario
    Del Giudice, Giuseppe
    Carravetta, Armando
    [J]. ENERGIES, 2012, 5 (11) : 4779 - 4803
  • [9] Calabrese M., 2003, P 13 INT OFFSH POL E, P2176
  • [10] Wave farm impact based on realistic wave-WEC interaction
    Carballo, R.
    Iglesias, G.
    [J]. ENERGY, 2013, 51 : 216 - 229