scholarly journals First- and Second-Order Accurate 2D numerical Model Based on Unstructured Finite-Volume Method for Flood Flows.

2002 ◽  
pp. 31-43 ◽  
Author(s):  
Juichiro AKIYAMA ◽  
Mirei SHIGEDA ◽  
Masaru URA
Keyword(s):  
Numerical Model ◽  
Finite Volume Method ◽  
Finite Volume ◽  
Second Order ◽  
Model Based ◽  
Flood Flows ◽  
Volume Method ◽  
Unstructured Finite Volume Method ◽  
2D Numerical Model

scholarly journals 2-D NUMERICAL MODEL BASED ON UNSTRUCTURED FINITE VOLUME METHOD FOR FLOOD FLOWS

2001 ◽  
Vol 45 ◽  
pp. 895-900 ◽  
Author(s):  
Mirei SHIGEEDA ◽  
Juichiro AKIYAMA ◽  
Masaru URA ◽  
Yoshitaka ARITA
Keyword(s):  
Numerical Model ◽  
Finite Volume Method ◽  
Finite Volume ◽  
Model Based ◽  
Flood Flows ◽  
Volume Method ◽  
Unstructured Finite Volume Method

scholarly journals A second-order face-centred finite volume method for elliptic problems

2020 ◽  
Vol 358 ◽  
pp. 112655 ◽  
Author(s):  
Luan M. Vieira ◽  
Matteo Giacomini ◽  
Ruben Sevilla ◽  
Antonio Huerta
Keyword(s):  
Finite Volume Method ◽  
Finite Volume ◽  
Elliptic Problems ◽  
Second Order ◽  
Volume Method

scholarly journals A Finite Volume Method for Modeling Shallow Flows with Wet-Dry Fronts on Adaptive Cartesian Grids

2014 ◽  
Vol 2014 ◽  
pp. 1-20 ◽  
Author(s):  
Sheng Bi ◽  
Jianzhong Zhou ◽  
Yi Liu ◽  
Lixiang Song
Keyword(s):  
Shallow Water ◽  
Finite Volume Method ◽  
Finite Volume ◽  
Shallow Water Equations ◽  
Second Order ◽  
Topographic Features ◽  
Shallow Flows ◽  
Local Complex ◽  
Proposed Model ◽  
Volume Method

A second-order accurate, Godunov-type upwind finite volume method on dynamic refinement grids is developed in this paper for solving shallow-water equations. The advantage of this grid system is that no data structure is needed to store the neighbor information, since neighbors are directly specified by simple algebraic relationships. The key ingredient of the scheme is the use of the prebalanced shallow-water equations together with a simple but effective method to track the wet/dry fronts. In addition, a second-order spatial accuracy in space and time is achieved using a two-step unsplit MUSCL-Hancock method and a weighted surface-depth gradient method (WSDM) which considers the local Froude number is proposed for water depths reconstruction. The friction terms are solved by a semi-implicit scheme that can effectively prevent computational instability from small depths and does not invert the direction of velocity components. Several benchmark tests and a dam-break flooding simulation over real topography cases are used for model testing and validation. Results show that the proposed model is accurate and robust and has advantages when it is applied to simulate flow with local complex topographic features or flow conditions and thus has bright prospects of field-scale application.

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