Closure to “Improved Nonlinear Muskingum Model with Variable Exponent Parameter” by Said M. Easa
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Volume 19, Issue 10
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References
Bair, E. S. (2001). “Models in the courtroom.” Chapter 5, Model validation: Perspective in hydrological science, M. G. Anderson, and P. D. Bates, eds., John Wiley, New York.
Barati, R. (2011). “Parameter estimation of nonlinear Muskingum models using Nelder-Mead Simplex algorithm.” J. Hydrol. Eng., 946–954.
Bedient, P. B., Huber, W. C., and Vieux, B. E. (2012). Hydrology and floodplain analysis. 5th Ed., Addison-Wesley, New York.
Carlin, B. P., and Louis, T. A. (2008). Bayesian methods for data analysis, Chapman & Hall/CRC, Boca Raton, FL.
Chow, V. T. (1959). Open channel hydraulics, McGraw-Hill, New York.
Chu, H. J., and Chang, L. C. (2009). “Applying particle swarm optimization to parameter estimation of the nonlinear Muskingum model.” J. Hydrol. Eng., 1024–1027.
Das, A. (2004). “Parameter estimation for Muskingum models.” J. Irrig. Drain. Eng., 140–147.
Easa, S. M. (2011). “New and improved channel cross section with piece-wise linear or smooth sides.” Can. J. Civ. Eng., 38(6), 690–697.
Easa, S. M. (2014a). “Reply: ‘New and improved four-parameter non-linear Muskingum model.’ by S. M. Easa.” Proc. Inst. Civ. Eng. Water Manage., in press.
Easa, S. M. (2014b). “Multi-criteria optimization approach for calibration of Muskingum model.”, Ryerson Univ., Toronto, ON, Canada.
Easa, S. M. (2014c). “New and improved four-parameter nonlinear Muskingum model.” Proc. Inst. Civ. Eng. Water Manage., 167(5), 288–298.
Easa, S. M. (2014d). “Versatile nonlinear Muskingum model with four variable parameters.”, Ryerson Univ., Toronto, ON, Canada.
Easa, S. M., Vatankhah, A. (2014). “New open channel with elliptic sides and horizontal bottom.” J. Korean Soc. Civ. Eng., 18(4), 1197–1204.
Easa, S. M., Vatankhah, A., and Halim, A. (2011). “Simplified direct method for finding optimal stable trapezoidal channel cross sections.” Int. J. River Basin Manage., 9(2), 85–92.
FrontlineSolvers. (2014). “Premium solver platform.” 〈http://www.solver.com/premium-solver-platform〉 (May 27, 2014).
Gavilan, G., and Houck, M. H. (1985). “Optimal Muskingum river routing.” Proc., ASCE, WRPMD Specialty Conf. on Computer Applications in Water Resources, New York.
Geem, Z. W. (2006). “Parameter estimation for the nonlinear Muskingum model using the BFGS technique.” J. Irrig. Drain. Eng., 474–478.
Geem, Z. W. (2011). “Parameter estimation of the nonlinear Muskingum model using parameter-setting-free harmony search.” J. Hydrol. Eng., 684–688.
Gerald, C. F., and Wheatley, P. O. (1994). Applied numerical analysis, Addison-Wesley, Boston, MA.
Gill, M. A. (1978). “Flood routing by the Muskingum method.” J. Hydrol., 36(3–4), 353–363.
Karahan, H. (2014). “Closure to ‘Parameter estimation of the nonlinear Muskingum flood-routing model using a hybrid harmony search algorithm,’ by Halil Karahan, Gurhan Gurarslan, and Zong Woo Geem.” J. Hydrol. Eng., 847–853.
Karahan, H., Gurarslan, G., and Geem, Z. W. (2013). “Parameter estimation of the nonlinear Muskingum flood routing model using a hybrid harmony search algorithm.” J. Hydrol. Eng., 352–360.
Kim, J. H., Geem, Z. W., and Kim, E. S. (2001). “Parameter estimation of the nonlinear Muskingum model using harmony search.” J. Am. Water Resour. Assoc., 37(5), 1131–1138.
Luo, J., and Xie, J. (2010). “Parameter estimation for nonlinear Muskingum model based on immune clonal selection algorithm.” J. Hydrol. Eng., 844–851.
Mohan, S. (1997). “Parameter estimation of nonlinear Muskingum models using genetic algorithm.” J. Hydraul. Eng., 137–142.
Morton, A., and Suarez, M. (2001). “Kinds of models.” Chapter 2, Model validation: Perspective in hydrological science, M. G. Anderson, and P. D. Bates, eds., John Wiley, New York.
O’Donnell, T. (1985). “A direct three-parameter Muskingum procedure incorporating lateral inflow.” Hydrol. Sci. J., 30(4), 479–496.
Orouji, H., Haddad, O. B., Fallah-Mehdipour, E., and Marino, M. A. (2013). “Estimation of Muskingum parameter by meta-heuristic algorithms.” Proc. Inst. Civ. Eng. Water Manage., 166(6). 315–324.
Tung, Y. K. (1985). “River flood routing by nonlinear Muskingum method.” J. Hydraul. Eng., 111(12), 1147–1460.
Vatankhah, A. (2014). “Discussion of ‘Parameter estimation of the nonlinear Muskingum flood-routing model using a hybrid harmony search algorithm’ by Halil Karahan, Gurhan Gurarslan, and Zong Woo Geem.” J. Hydrol. Eng., 839–842.
Vatankhah, A. R. (2010). “Discussion of ‘applying particle swarm optimization to parameter estimation of the nonlinear Muskingum model’ by H.-J. Chu and L.-C. Chang.” J. Hydrol. Eng., 949–952.
Wang, B. E., Tian, F. Q., and Hu, H. P. (2011). “Analysis of the effect of regional lateral inflow on the flood peak of Three Gorges Reservoir.” Sci. Chin. Technol. Sci., 54(4), 914–923.
Xu, D., Qiu, L., and Chen, S. (2012). “Estimation of nonlinear Muskingum model parameters using differential evolution.” J. Hydrol. Eng., 348–353.
Yilmaz, K. K., Vrugt, J. A., Gupta, H. V., and Sorooshian, S. (2010). “Model calibration in watershed hydrology.” Chapter 3, Advances in data-based approaches for hydrological modeling and forecasting, B. Sivakumar, and R. Berndtsson, eds., World Scientific, NJ.
Yoon, J. W., and Padmanabhan, G. (1993). “Parameter estimation of linear and nonlinear Muskingum models.” J. Water Resour. Plann. Manage., 600–610.
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Published In
Journal of Hydrologic Engineering
Volume 19 • Issue 10 • October 2014
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© 2014 American Society of Civil Engineers.
History
Received: Mar 27, 2014
Accepted: Jun 12, 2014
Published online: Jul 24, 2014
Published in print: Oct 1, 2014
Discussion open until: Dec 24, 2014
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