Hydrological Simulation Study in Gansu Province of China Based on Flash Flood Analysis
3.1. Hydrological Model Construction
3.2. Sensitivity Analysis
In the above formula, C is the combined objective function, and w1 and w2 are the trade-off coefficients of different objective functions. Since the above two objective functions are of equal importance, the values of w1 and w2 are both 1/2.
In this study, the nonlinear flow generation method was selected for model simulation, and the calibration parameters associated with linear flow generation were not considered. Therefore, there are 12 model parameters involved in the calibration. Assuming that the model parameters are uniformly distributed, use Monte Claro in CNFF
3.4. Model Discussion
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