Internal Boundary Conditions for Solute Transport Equations in Locally One-dimensional Open Channel Networks
Author:
Affiliation:
1. Japan Society for the Promotion of Science
2. Graduate School of Agriculture, Kyoto University
Publisher
Journal of Rainwater Catchment Systems
Link
https://www.jstage.jst.go.jp/article/jrcsa/19/2/19_19_2_1/_pdf
Reference54 articles.
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2. [2] Basha, H. A., and Malaeb, L. N. (2007): Eulerian-Lagrangian method for constituent transport in water distribution networks, J. Hydraul. Eng., 133 (10), pp. 1155-1166.
3. [3] Bapat, R. B. (2010): Graphs and Matrices, Springer-Verlag, pp. 11-39.
4. [4] Bodin, J., Porel, G., Delay, F., Ubertosi, F., Bernard, S., and De Dreuzy, J. R. (2007): Simulation and analysis of solute transport in 2D fracture/pipe networks: The SOLFRAC program, J. Contam. Hydrol., 89 (1-2), pp. 1-28.
5. [5] Brooks, A. N., and Hughes, T. J. R. (1982): Streamline upwind/Petrov-Galerkin formulations for convection dominated flows with particular emphasis on the incompressible Navier-Stokes equations, Comput. Methods Appl. Mech. Engrg., 32 (1-3), pp. 199-259.
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