Discussion of “Development of an Accurate Time Integration Technique for the Assessment of Q-Based versus h-Based Formulations of the Diffusion Wave Equation for Flow Routing” by K. Hasanvand, M. R. Hashemi, and M. J. Abedini
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VIEW THE ORIGINAL ARTICLEPublication: Journal of Hydraulic Engineering
Volume 141, Issue 7
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References
Gąsiorowski, D. (2013). “Balance errors generated by numerical diffusion in the solution of non-linear open channel flow equations.” J. Hydrol., 476, 384–394.
Gąsiorowski, D., and Szymkiewicz, R. (2007). “Mass and momentum conservation in the simplified flood routing models.” J. Hydrol., 346(1–2), 51–58.
Gresho, P. M., and Sani, R. L. (2000). Incompressible flow and the finite-element method, volume 1: Advection-diffusion, Wiley, Chichester, U.K.
LeVeque, R. J. (2002). Finite volume methods for hyperbolic problems, Cambridge University Press, Cambridge, U.K.
Roach, J. P. (1972). Computational fluid dynamics, Aerodynamics Research Dept., Sandia National Laboratories, Albuquerque, NM.
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Published In
Journal of Hydraulic Engineering
Volume 141 • Issue 7 • July 2015
Copyright
© 2015 American Society of Civil Engineers.
History
Received: Jan 21, 2014
Accepted: Mar 14, 2014
Published online: Jan 7, 2015
Discussion open until: Jun 7, 2015
Published in print: Jul 1, 2015
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Faculty of Civil and Environmental Engineering, Gdansk Univ. of Technology, Narutowicza 11/12, 80-233 Gdansk, Poland. E-mail: [email protected]
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