İçeriğe geç
akaturk Akademik ölçüm

Makale detayı · 2002 · article

Performance of finite volume solutions to the shallow water equations with shock capturing schemes

YÖKSİS OpenAlex Üst %10
Yıl2002
Atıf83OpenAlex
Atıf89Semantic Scholar · 5 etkili
Yüzdelik%91,8
FWCI3,391,00 = dünya ortalaması
Scopus (SJR)Q1
WoS (JCR)Q2

Veri kaynağı ayrımı

  • YÖKSİSYÖKSİS makale kaydı
  • YÖKSİS dergi adıINTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN FLUIDS
  • Katalog eşleşmesi (ISSN)International Journal for Numerical Methods in Fluids
  • OpenAlexOpenAlex zenginleştirmesi (özet, atıf, konular)
  • Semantic Scholaratıf sayısı (OpenAlex ile birleştirilmez)

Özet

OpenAlex İngilizce

Abstract Numerical methods have become well established as tools for solving problems in hydraulic engineering. In recent years the finite volume method (FVM) with shock capturing capabilities has come to the fore because of its suitability for modelling a variety of types of flow; subcritical and supercritical; steady and unsteady; continuous and discontinuous and its ability to handle complex topography easily. This paper is an assessment and comparison of the performance of finite volume solutions to the shallow water equations with the Riemann solvers; the Osher, HLL, HLLC, flux difference splitting (Roe) and flux vector splitting. In this paper implementation of the FVM including the Riemann solvers, slope limiters and methods used for achieving second order accuracy are described explicitly step by step. The performance of the numerical methods has been investigated by applying them to a number of examples from the literature, providing both comparison of the schemes with each other and with published results. The assessment of each method is based on five criteria; ease of implementation, accuracy, applicability, numerical stability and simulation time. Finally, results, discussion, conclusions and recommendations for further work are presented. Copyright © 2002 John Wiley & Sons, Ltd.

Konular

Atıflar

OpenAlex cited_by_count. WoS veya Scopus atıf sayısı değildir; o kaynaklar için ayrı kolon yoktur.

83atıfOpenAlex · cited_by_count (önbellek / veritabanı)

Yerel katalogda bu makaleye atıf yapan 23 yayın (OpenAlex referans eşleşmesi; tam dünya listesi değildir).

  1. 2005 Hybrid finite volume finite difference scheme for the solution of Boussinesq equationsAtıf 130 · OpenAlex
  2. 2003 Quasi three dimensional numerical model for flow through flexible rigid submerged and non submerged vegetationAtıf 62 · OpenAlex
  3. 2020 Experimental and Numerical Analysis of a Dam-Break Flow through Different Contraction Geometries of the ChannelAtıf 56 · OpenAlex
  4. 2010 3D model for prediction of flow profiles around bridgesAtıf 31 · OpenAlex
  5. 2010 3D model for prediction of flow profiles around bridgesAtıf 31 · OpenAlex
  6. 2010 3D model for prediction of flow profiles around bridgesAtıf 31 · OpenAlex
  7. 2012 Investigation of Dam Break Flow Over Abruptly Contracting Channel With Trapezoidal Shaped Lateral ObstaclesAtıf 27 · OpenAlex
  8. 2012 Investigation of Dam Break Flow Over Abruptly Contracting Channel With Trapezoidal Shaped Lateral ObstaclesAtıf 27 · OpenAlex
  9. 2014 Prediction of Backwater Profiles due to Bridges in a Compound Channel Using CFDAtıf 23 · OpenAlex
  10. 2005 Finite volume solution to integrated shallow surface saturated groundwater flowAtıf 17 · OpenAlex

Yazarlar

3
  1. KUTSİ SAVAŞ ERDURAN NİĞDE ÖMER HALİSDEMİR ÜNİVERSİTESİ 1
  2. KUTIJA VEDRANA 2
  3. HEWETT CJM 3