RBF-DQ Solution for Shallow Water Equations

被引:16
作者
Homayoon, L. [1 ]
Abedini, M. J. [1 ]
Hashemi, S. M. R. [2 ,3 ]
机构
[1] Shiraz Univ, Dept Civil & Environm Engn, Shiraz 7134851156, Iran
[2] Shiraz Univ, Dept Water Engn, Shiraz 7144165186, Iran
[3] Bangor Univ, Ctr Appl Marine Sci, Sch Ocean Sci, Bangor LL59 5AB, Gwynedd, Wales
来源
JOURNAL OF WATERWAY PORT COASTAL AND OCEAN ENGINEERING-ASCE | 2013年 / 139卷 / 01期
关键词
Differential quadrature; Radial basis function; Shallow water; Irregular; Mesh free; Multiquadric; DQ; RBF; Shape parameter; Cross-validation; Collocation; DIFFERENTIAL QUADRATURE METHOD; BASIS FUNCTION INTERPOLATION; OPTIMAL SHAPE-PARAMETERS; NAVIER-STOKES EQUATIONS; RADIAL BASIS FUNCTIONS; COLLOCATION METHOD; APPROXIMATION;
D O I
10.1061/(ASCE)WW.1943-5460.0000169
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
A mesh-free and highly convergent radial basis function-based differential quadrature method (RBF-DQ) is implemented to simulate shallow water waves in the marine environment and open channels. RBF-DQ is applicable in waterways of regular or irregular geometries for the simulation of currents and tidal waves. The multiquadric (MQ)-type radial basis function is used for the purpose of this study. MQradial basis function has one or two shape parameters whose values significantly affect the accuracy of the results. To find appropriate values of the shape parameters, a parameter estimation methodology is introduced based on cross validation. The accuracy of RBF-DQ is evaluated by two idealized numerical examples along with a field application for the Oresund Strait located between Sweden and Denmark. In each case, either analytical, numerical solutions from other software programs or measured data were taken as benchmark solutions. Results of this study show that RBF-DQ, unlike conventional polynomial-based DQ, can be applied to irregular domains for tidal wave simulation. The method has two main advantages; first, it is mesh free and does not need mesh generation; second, with many fewer nodes, the results obtained compared well with analytical and benchmark solutions of other numerical schemes. DOI: 10.1061/(ASCE)WW.1943-5460.0000169. (C) 2013 American Society of Civil Engineers.
引用
收藏
页码:45 / 60
页数:16
相关论文
共 29 条
  • [1] [Anonymous], MIKE21 COMP SOFTW
  • [2] ARAKAWA A, 1972, 7 U CAL
  • [3] Bert C.W., 1996, Appl. mech. Rev, V49, P1, DOI [10.1115/1.3101882, DOI 10.1115/1.3101882]
  • [4] Burden R., 1989, Numerical Analysis
  • [5] Chaudhry M. H., 2008, OPEN CHANNEL FLOW
  • [6] Danish Hydraulic Institute (DHI), 2005, MIKE21 FLOW MOD MAN
  • [7] Dutch S., 2005, CONVERTING UTM LATIT
  • [8] On choosing "optimal" shape parameters for RBF approximation
    Fasshatier, Gregory E.
    Zhang, Jack G.
    [J]. NUMERICAL ALGORITHMS, 2007, 45 (1-4) : 345 - 368
  • [9] SCATTERED DATA INTERPOLATION - TESTS OF SOME METHODS
    FRANKE, R
    [J]. MATHEMATICS OF COMPUTATION, 1982, 38 (157) : 181 - 200
  • [10] Hardy R. L., 1978, NOS76NGS11 US DEP CO