2006
DOI: 10.1016/j.jhydrol.2005.04.022
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Using genetic algorithm and TOPSIS for Xinanjiang model calibration with a single procedure

Abstract: Genetic Algorithm (GA) is globally oriented in searching and thus useful in optimizing multiobjective problems, especially where the objective functions are ill-defined. Conceptual rainfall-runoff models that aim at predicting streamflow from the knowledge of precipitation over a catchment have become a basic tool for flood forecasting. The parameter calibration of a conceptual model usually involves the multiple criteria for judging the performances of observed data. However, it is often difficult to derive a… Show more

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Cited by 122 publications
(53 citation statements)
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“…The TOPSIS is a popular and widely used approach to solving the MCDM problem [see e.g., AboSinna and Amer, 2005; Cheng et al, 2006;Fu, 2008]. The basic idea behind this approach is that the best option is the least distant one from the positive ideal solution (PIS) and the most distant one from the negative ideal solution (NIS).…”
Section: Multicriteria Optimization Frameworkmentioning
confidence: 99%
“…The TOPSIS is a popular and widely used approach to solving the MCDM problem [see e.g., AboSinna and Amer, 2005; Cheng et al, 2006;Fu, 2008]. The basic idea behind this approach is that the best option is the least distant one from the positive ideal solution (PIS) and the most distant one from the negative ideal solution (NIS).…”
Section: Multicriteria Optimization Frameworkmentioning
confidence: 99%
“…Multi-objective GA have been used in the calibration of this model (Bekele and Nicklow, 2007;Whittaker et al, 2007) as well. GA have also been used to calibrate runoff models such as HBV (Seibert, 2000) and TOPSIS (Cheng et al, 2006) as well as crop (Dai et al, 2009) and crop-related models such as SWAP (He et al, 2007).…”
Section: Optimization Methodologymentioning
confidence: 99%
“…3). Then, the flow hydrograph of each sub-catchment was calculated through a rainfall run-off model, the Xinanjiang model (Ren-Jun, 1992;Hu et al, 2005;Cheng et al, 2006), which takes the design rainfall processes as its input data. The northern mountain areas were divided into 16 subcatchments from n1 to n16, and the flow hydrograph of each sub-catchment outlet was taken as inflow boundary conditions of the model.…”
Section: Inflow Boundary Conditionsmentioning
confidence: 99%