Affiliation:
1. Department of Civil Engineering, Hacettepe University, 06800 Ankara, Turkey
2. Department of Civil Engineering, Ankara Yıldırım Beyazıt University, 06010 Ankara, Turkey
Abstract
In this study, a framework to circumvent the difficulties in selecting a proper flood routing method was established by employing two different multi-criteria decision analysis (MCDA) tools, namely, TOPSIS and PROMETHEE, with definite decisive criteria such as the error metrics, the number of model parameters, and the model background, under three scenarios. For eight distinct flood datasets, the parameters of 10 different Muskingum models were determined using the water cycle optimization algorithm (WCOA) and the performance of each model was ranked by both MCDA tools considering the hydrograph types of flood datasets, labeled as smooth single peak, non-smooth single peak, multi-peak, and irregular. The results indicate that both tools were compatible by giving similar model results in the rankings of almost all scenarios that include different weights in the criteria. The ranking results from both tools also showed that the routing application in single-peak hydrographs was examined better with empirical models that have a high number of parameters; however, complex hydrographs that have more than one peak with irregular limps can be assessed better using the physical-based routing model that has fewer parameters. The proposed approach serves as an extensive analysis in finding a good agreement between measured and routed hydrographs for flood modelers about the estimation capabilities of commonly used Muskingum models considering the importance of correlation, model complexity, and hydrograph characteristics.
Subject
Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry
Reference57 articles.
1. Variable-parameter Muskingum model;Afzali;Iran. J. Sci. Technol. Trans. Civ. Eng.,2016
2. New and Improved Four-Parameter Non-Linear Muskingum Model;Easa;Proc. Inst. Civ. Eng. Water Manag.,2014
3. Dimensionally Consistent Nonlinear Muskingum Equation;Romuald;J. Hydrol. Eng.,2018
4. Bai, T., Wei, J., Yang, W., and Huang, Q. (2018). Multi-objective parameter estimation of improved Muskingum model by wolf pack algorithm and its application in Upper Hanjiang River, China. Water, 10.
5. McCarthy, G.T. (1938). The unit hydrograph and flood routing, Conference of North Atlantic Division.