An Efficient Two-Layer Non-Hydrostatic Model for Investigating Wave Run-Up Phenomena

被引:8
|
作者
Magdalena, Ikha [1 ]
Erwina, Novry [1 ]
机构
[1] Bandung Inst Technol, Fac Math & Nat Sci, Bandung 40132, Indonesia
关键词
run-up; solitary waves; non-hydrostatic model; two layer system; a staggered finite volume method; FREE-SURFACE FLOW; BOUSSINESQ EQUATIONS; SCHEME; FORM;
D O I
10.3390/computation8010001
中图分类号
O1 [数学];
学科分类号
0701 ; 070101 ;
摘要
In this paper, we study the maximum run-up of solitary waves on a sloping beach and over a reef through a non-hydrostatic model. We do a modification on the non-hydrostatic model derived by Stelling and Zijlema. The model is approximated by resolving the vertical fluid depth into two-layer system. In contrast to the two-layer model proposed by Stelling, here, we have a block of a tridiagonal matrix for the hydrodynamic pressure. The equations are then solved by applying a staggered finite volume method with predictor-corrector step. For validation, several test cases are presented. The first test is simulating the propagation of solitary waves over a flat bottom. Good results in amplitude and shape preservation are obtained. Furthermore, run-up simulations are conducted for solitary waves climbing up a sloping beach, following the experimental set-up by Synolakis. In this case, two simulations are performed with solitary waves of small and large amplitude. Again, good agreements are obtained, especially for the prediction of run-up height. Moreover, we validate our numerical scheme for wave run-up simulation over a reef, and the result confirms the experimental data.
引用
收藏
页数:17
相关论文
共 50 条
  • [41] Long Wave Run-up on Plane and "Non-Reflecting" Slopes
    Didenkulova, I. I.
    Pelinovsky, E. N.
    Rodin, A. A.
    FLUID DYNAMICS, 2018, 53 (03) : 402 - 408
  • [42] Long Wave Run-up on Plane and “Non-Reflecting” Slopes
    I. I. Didenkulova
    E. N. Pelinovsky
    A. A. Rodin
    Fluid Dynamics, 2018, 53 : 402 - 408
  • [43] A 2D numerical model of wave run-up and overtopping
    Hubbard, ME
    Dodd, N
    COASTAL ENGINEERING, 2002, 47 (01) : 1 - 26
  • [44] A (non-)hydrostatic free-surface numerical model for two-layer flows
    Bohacek, Jan
    Kharicha, Abdellah
    Ludwig, Andreas
    Wu, Menghuai
    Karimi-Sibaki, Ebrahim
    Paar, Armin
    Brandner, Michael
    Elizondo, Leonel
    Trickl, Thomas
    APPLIED MATHEMATICS AND COMPUTATION, 2018, 319 : 301 - 317
  • [45] Subareal wave pressures, layer thicknesses, run-up and run-down velocity on sea walls
    Neelamani, S
    INDIAN JOURNAL OF MARINE SCIENCES, 2005, 34 (03): : 299 - 309
  • [46] An efficient curvilinear non-hydrostatic model for simulating surface water waves
    Choi, Doo Yong
    Wu, Chin H.
    Young, Chih-Chieh
    INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS, 2011, 66 (09) : 1093 - 1115
  • [47] Numerical simulation of solitary wave attenuation by vegetation with non-hydrostatic model
    Adytia, D.
    Fadhilah, M. A.
    Pudjaprasetya, S. R.
    2ND INTERNATIONAL CONFERENCE ON DATA AND INFORMATION SCIENCE, 2019, 1192
  • [48] Development of Two-Dimensional Non-Hydrostatic Wave Model Based on Central-Upwind Scheme
    Wu, Gangfeng
    Lin, Ying-Tien
    Dong, Ping
    Zhang, Kefeng
    JOURNAL OF MARINE SCIENCE AND ENGINEERING, 2020, 8 (07)
  • [49] Numerical model simulations of wave propagation and wave run-up on dikes with shallow foreshores
    van Gent, MRA
    Doorn, N
    COASTAL DYNAMICS '01: PROCEEDINGS, 2001, : 769 - 778
  • [50] A two-dimensional depth-integrated non-hydrostatic numerical model for nearshore wave propagation
    Lu, Xinhua
    Dong, Bingjiang
    Mao, Bing
    Zhang, Xiaofeng
    OCEAN MODELLING, 2015, 96 : 187 - 202