Simulation of open channel network flows using finite element approach

Abstract This paper presents a finite element method (FEM) for simulating open channel network flows. Using a recursive formula derived from element equations, a relationship for channel junctions is established and a system equation is obtained. The system equation is much smaller in size in comparison with the simultaneous solution approach and its solution provides boundary conditions for single channels. The FEM is applied to solve individual channels, and a double sweep method is employed to save computation time. To demonstrate the potential of the approach, two channel networks were computed. It is shown that the results obtained with the proposed FEM are very close to those given by the widely used Preissmann scheme, indicating that it is an effective method to model flows in open channels.

[1]  P. García-Navarro,et al.  McCormack's method for the numerical simulation of one-dimensional discontinuous unsteady open channel flow , 1992 .

[2]  Paul Glaister,et al.  Flux difference splitting for open‐channel flows , 1993 .

[3]  Robert L. Barkau,et al.  UNET: A Model of Unsteady Flow Through a Full Network of Open Channels , 1989 .

[4]  M. Hanif Chaudhry,et al.  Computation of flows in open-channel transitions , 1992 .

[5]  Khalid Mahmood,et al.  Unsteady flow in open channels , 1975 .

[6]  J. Cunge,et al.  Practical aspects of computational river hydraulics , 1980 .

[7]  N. S. Asaithambi Computational of free-surface flows , 1987 .

[8]  Ming Jin,et al.  APPLICATION OF RELAXATION SCHEME TO WAVE-PROPAGATION SIMULATION IN OPEN-CHANNEL NETWORKS. DISCUSSION AND CLOSURE , 1998 .

[9]  David Goldberg,et al.  A model for simulation of flow in singular and interconnected channels , 1981 .

[10]  Chintu Lai,et al.  Numerical Modeling of Unsteady Open-Channel Flow , 1986 .

[11]  D. Zhao,et al.  Finite‐Volume Two‐Dimensional Unsteady‐Flow Model for River Basins , 1994 .

[12]  Pilar García-Navarro,et al.  1‐D Open‐Channel Flow Simulation Using TVD‐McCormack Scheme , 1992 .

[13]  S. H. Chang,et al.  Computations of free surface flows Part 1: One-dimensional dam-break flow , 1993 .

[14]  Juichiro Akiyama,et al.  First- and Second-Order Flux Difference Splitting Schemes for Dam-Break Problem , 1995 .

[15]  M. Hanif Chaudhry,et al.  Simulation of one-dimensional dam-break flows , 1987 .

[16]  G. W. Choi,et al.  SIMULTANEOUS SOLUTION ALGORITHM FOR CHANNEL NETWORK MODELING , 1993 .

[17]  Pilar García-Navarro,et al.  Flux difference splitting for 1D open channel flow equations , 1992 .