Discussions and Closures
Feb 19, 2018

Discussion of “Application of Genetic Programming to Flow Routing in Simple and Compound Channels” by Elahe Fallah-Mehdipour, Omid Bozorg-Haddad, Hossein Orouji, and Miguel A. Mariño

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Publication: Journal of Irrigation and Drainage Engineering
Volume 144, Issue 5
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References

Aboutalebi, M., Haddad, O. B., and Loáiciga, H. A. (2016). “Application of the SVR-NSGAII to hydrograph routing in open channels.” J. Irrig. Drain. Eng., 04015061.
Akbari, G. H., and Barati, R. (2012). “Comprehensive analysis of flooding in unmanaged catchments.” Proc. Inst. Civ. Eng. Water Manage., 165(4), 229–238.
Akbari, G. H., Nezhad, A. H., and Barati, R. (2012). “Developing a model for analysis of uncertainties in prediction of floods.” J. Adv. Res., 3(1), 73–79.
Alizadeh, M. J., Shahheydari, H., Kavianpour, M. R., Shamloo, H., and Barati, R. (2017). “Prediction of longitudinal dispersion coefficient in natural rivers using a cluster-based Bayesian network.” Environ. Earth Sci., 76(2), 86.
Barati, R. (2011). “Parameter estimation of nonlinear Muskingum models using Nelder-Mead simplex algorithm.” J. Hydrol. Eng., 946–954.
Barati, R. (2013). “Application of Excel solver for parameter estimation of the nonlinear Muskingum models.” KSCE J. Civ. Eng., 17(5), 1139–1148.
Barati, R., Akbari, G., and Rahimi, S. (2013). “Flood routing of an unmanaged river basin using Muskingum-Cunge model: Field application and numerical experiments.” Caspian J. Appl. Sci. Res., 2(6), 8–20.
Barati, R., Neyshabouri, S. A. A. S., and Ahmadi, G. (2014a). “Development of empirical models with high accuracy for estimation of drag coefficient of flow around a smooth sphere: An evolutionary approach.” Powder Technol., 257, 11–19.
Barati, R., Neyshabouri, S. S., and Ahmadi, G. (2014b). “Sphere drag revisited using shuffled complex evolution algorithm.” Subjects engineering & technology, 1st Ed., CRC Press, London, 424.
Barati, R., Rahimi, S., and Akbari, G. H. (2012). “Analysis of dynamic wave model for flood routing in natural rivers.” Water Sci. Eng., 5(3), 243–258.
Castellarin, A., Di Baldassarre, G., Bates, P. D., and Brath, A. (2009). “Optimal cross-sectional spacing in Preissmann scheme 1D hydrodynamic models.” J. Hydraul. Eng., 96–105.
Chu, H. J. (2009). “The Muskingum flood routing model using a neuro-fuzzy approach.” KSCE J. Civ. Eng., 13(5), 371–376.
Fallah-Mehdipour, E., Haddad, O. B., Orouji, H., and Mariño, M. A. (2013). “Application of genetic programming in stage hydrograph routing of open channels.” Water Resour. Manage., 27(9), 3261–3272.
Hosseini, K., Nodoushan, E. J., Barati, R., and Shahheydari, H. (2016). “Optimal design of labyrinth spillways using meta-heuristic algorithms.” KSCE J. Civ. Eng., 20(1), 468–477.
Koussis, A. D. (2009). “Assessment and review of the hydraulics of storage flood routing 70 years after the presentation of the Muskingum method.” Hydrol. Sci. J., 54(1), 43–61.
Orouji, H., Bozorg Haddad, O., Fallah-Mehdipour, E., and Mariño, M. A. (2014). “Flood routing in branched river by genetic programming.” Proc., Inst. Civ. Eng. Water Manage., 167(2), 115–123.
Perumal, M., and Sahoo, B. (2008). “Volume conservation controversy of the variable parameter Muskingum-Cunge method.” J. Hydraul. Eng., 475–485.
Ridolfi, E., Alfonso, L., Di Baldassarre, G., Dottori, F., Russo, F., and Napolitano, F. (2014). “An entropy approach for the optimization of cross-section spacing for river modelling.” Hydrol. Sci. J., 59(1), 126–137.
Sivapragasam, C., Maheswaran, R., and Venkatesh, V. (2008). “Genetic programming approach for flood routing in natural channels.” Hydrol. Process., 22(5), 623–628.
Tang, X. N., Knight, D. W., and Samuels, P. G. (1999). “Volume conservation in variable parameter Muskingum-Cunge method.” J. Hydraul. Eng., 610–620.
Xia, J., Lin, B., Falconer, R. A., and Wang, Y. (2012). “Modelling of man-made flood routing in the lower Yellow River, China.” Proc. Inst. Civ. Eng., 165(7), 377.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 144Issue 5May 2018

History

Received: Jan 17, 2017
Accepted: Apr 21, 2017
Published online: Feb 19, 2018
Published in print: May 1, 2018
Discussion open until: Jul 19, 2018

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Reza Barati, Ph.D. [email protected]
Dept. of Civil Engineering, Faculty of Civil and Environmental Engineering, Tarbiat Modares Univ., 14115143 Tehran, Iran. E-mail: [email protected]; [email protected]

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