This invention discloses a method and
system for dynamically correcting suspended
sediment transport during the
flood season in run-of-river
hydropower stations, relating to the field of
hydropower engineering technology. The method first establishes instantaneous
sediment transport rate relationship models, cumulative
sediment transport relationship models, and flood peak
lag relationship models based on historical time-
series data. Then, it determines the current
lag time based on the real-time rainfall intensity and previous
soil moisture content of the current flood event. Based on this
lag time, it reconstructs the phase of the
sediment concentration process line on the time axis to obtain the reconstructed
sediment concentration process line. Next, based on the cumulative
sediment transport relationship model and inflow forecast data, it calculates the phase-corrected suspended
sediment transport at each future moment. Finally, it generates prediction results and dispatch decision support information based on the corrected
sediment transport. This method can quantitatively describe and correct the phenomenon of asynchronous water and sediment sources during the
flood season, reducing the calculation errors caused by the assumption of synchronous water and sediment in traditional water-sediment relationship methods.