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A Study on Diffusion Wave Runoff Model By Equivalent Frequency Transfer Function
2002
PROCEEDINGS OF HYDRAULIC ENGINEERING
An application of Equivalent Frequency Transfer Function (EFTF) was applied in this study. This EFTF has originally been used among control engineers to analyze non-linear elements; for example threshold and saturation elements. Previous study by the authors had successfully derived the EFTF between rainfall input and discharge for real catchment area based on kinematic wave model. This study developed application of EFIT by using diffusion wave model with zero gradient of depth downstream
doi:10.2208/prohe.46.145
fatcat:pictkfc3nzf3lptfpn6whrm4wy