Conceptual hydrological model calibration using multi-objective optimization techniques over the transboundary Komadugu-Yobe basin, Lake Chad Area, West Africa

被引:43
作者
Adeyeri, O. E. [1 ,2 ]
Laux, P. [2 ,4 ]
Arnault, J. [2 ]
Lawin, A. E. [3 ]
Kunstmann, H. [2 ,4 ]
机构
[1] Univ Abomey Calavi, West African Sci Serv Ctr Climate Change & Adapte, Godomey, Benin
[2] Karlsruhe Inst Technol, Inst Meteorol & Climate Res Atmospher Environm Re, Campus Alpine, Karlsruhe, Germany
[3] Univ Abomey Calavi, Natl Water Inst, Lab Appl Hydrol, Godomey, Benin
[4] Univ Augsburg, Inst Geog, Augsburg, Germany
关键词
Optimization techniques; Wavelet analysis; Base flow; High flow; GR5J; Lake Chad; RAINFALL-RUNOFF MODEL; AUTOMATIC CALIBRATION; GLOBAL OPTIMIZATION; DIFFERENTIAL EVOLUTION; GENETIC ALGORITHM; WATER-QUALITY; SIMULATION PROGRAM; MULTIPLE; SENSITIVITY; DIMENSIONALITY;
D O I
10.1016/j.ejrh.2019.100655
中图分类号
TV21 [水资源调查与水利规划];
学科分类号
081501 ;
摘要
Study Area: The discharge of the transboundary Komadugu-Yobe Basin, Lake Chad Area, West Africa is calibrated using multi-objective optimization techniques. Study focus: The GR5J hydrological model parameters are calibrated using six optimization methods i.e. Local Optimization-Multi Start (LOMS), the Differential Evolution (DE), the Multiobjective Particle the Swarm Optimization (MPSO), the Memetic Algorithm with Local Search Chains (MALS), the Shuffled Complex Evolution-Rosenbrock's function (SCE-R), and the Bayesian Markov Chain Monte Carlo (MCMC) approach. Three combined objective functions i.e. Root Mean Square Error, Nash-Sutcliffe efficiency, Kling-Gupta efficiency are applied. The calibration process is divided into two separate episodes (1974-2000 and 1980-1995) so as to ascertain the robustness of the calibration approaches. Runoff simulation results are analysed with a timefrequency wavelet transform. New hydrological insights for the region: For calibration and validation stages, all optimization methods simulate the base flow and high flow spells with a satisfactory level of accuracy. For calibration period, MCMC underestimate it by-0.07 mm/day. The performance evaluation shows that MCMC has the highest values of mean absolute error (0.28) and mean square error (0.40) while LOMS and MCMC record a low volumetric efficiency of 0.56. In all cases, the DE and the SCE-R methods perform better than others. The combination of multi-objective functions and multi-optimization techniques improve the model's parameters stability and the algorithms' optimization to represent the runoff in the basin.
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页数:15
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