Identification of state-space coefficients for oscillating water columns using temporal series

被引:14
作者
Armesto, Jose A. [1 ]
Guanche, Raul [1 ]
Iturrioz, Arantza [1 ]
Vidal, Cesar [1 ]
Losada, Inigo J. [1 ]
机构
[1] Univ Cantabria, IH Cantabria, Environm Hydraul Inst, Santander 39011, Spain
关键词
State-space; Time domain; Oscillating water columns; RUBBLE-MOUND BREAKWATERS; WAVE INTERACTION; NUMERICAL-ANALYSIS; MARINE STRUCTURES; MODELS; FORCES; HEAVE;
D O I
10.1016/j.oceaneng.2014.01.013
中图分类号
U6 [水路运输]; P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
A methodology to identify the state-space matrix and the vectors which solves the Cummins equations directly using free surface temporal series, obtained from laboratory or CFD codes, avoiding the use of potential flow solvers, is presented. The new methodology is applied to the solution of the piston-like movement of an Oscillating Water Column (OWC) moving in heave, assuming that sloshing is negligible, to incorporate flow effects that are not captured with traditional methods using potential flow solvers. The identification of the state-space components is done in two steps. The first step uses the solution of the state-space for decay tests, no forcing terms, obtaining a possible solution. This solution is used in the second step to solve regular waves, nonzero forcing term and no initial condition. The solution obtained in the second step is the component of the state-space that characterizes the movement of the OWC. The numerical series used to compute the solution are obtained using IH2VOF in this study, but they can be obtained by means of other sources, such as different numerical codes or laboratory measurements. Once the solution is found, the resulting state-space is validated against numerical results of IH2VOF for regular and irregular wave trains. (C) 2014 Elsevier Ltd. All rights reserved.
引用
收藏
页码:43 / 49
页数:7
相关论文
共 23 条
  • [1] Alves M.A., 2012, THESIS U TECNICA LIS
  • [2] [Anonymous], 2002, OCEAN WAVES OSCILLAT, DOI DOI 10.1017/CBO9780511754630
  • [3] Numerical benchmarking study of a selection of wave energy converters
    Babarit, A.
    Hals, J.
    Muliawan, M. J.
    Kurniawan, A.
    Moan, T.
    Krokstad, J.
    [J]. RENEWABLE ENERGY, 2012, 41 : 44 - 63
  • [4] Cummins W. F., 1962, SCHIFFSTECHNIK, V9, P101
  • [5] Time domain model for a two-body heave converter: Model and applications
    de Andres, A. D.
    Guanche, R.
    Armesto, J. A.
    del Jesus, F.
    Vidal, C.
    Losada, I. J.
    [J]. OCEAN ENGINEERING, 2013, 72 : 116 - 123
  • [6] 2-D numerical analysis of near-field flow at low-crested permeable breakwaters
    Garcia, N
    Lara, JL
    Losada, IJ
    [J]. COASTAL ENGINEERING, 2004, 51 (10) : 991 - 1020
  • [7] Numerical analysis of wave loads for coastal structure stability
    Guanche, Raul
    Losada, Inigo J.
    Lara, Javier L.
    [J]. COASTAL ENGINEERING, 2009, 56 (5-6) : 543 - 558
  • [8] A numerical model for wave motions and turbulence flows in front of a composite breakwater
    Hsu, TJ
    Sakakiyama, T
    Liu, PLF
    [J]. COASTAL ENGINEERING, 2002, 46 (01) : 25 - 50
  • [9] Time-domain modeling of a fixed detached oscillating water column towards a floating multi-chamber device
    Iturrioz, A.
    Guanche, R.
    Armesto, J. A.
    Alves, M. A.
    Vidal, C.
    Losada, I. J.
    [J]. OCEAN ENGINEERING, 2014, 76 : 65 - 74
  • [10] Wave drift forces and moments on two ships arranged side by side in waves
    Kashiwagi, M
    Endo, K
    Yamaguchi, H
    [J]. OCEAN ENGINEERING, 2005, 32 (5-6) : 529 - 555