A number of significant investigations have advanced our understanding of the parameters
influencing reservoir sedimentation. However, a reliable modelling of sediment deposits and
delta formation in reservoirs is still a challenging problem due to many uncertainties in the
modelling process. Modelling performance can be improved by adjusting the uncertainty caused
by sediment load boundary conditions. In our study, we diminished the uncertainty factor by
setting more precise sediment load boundary conditions reconstructed using wavelet artificial neural
networks for a morphodynamic model. The model was calibrated for hydrodynamics using a
backward error propagation method. The proposed approach was applied to the Tarbela Reservoir
located on the Indus River, in northern Pakistan. The results showed that the hydrodynamic
calibration with coefficient of determination (R2) = 0.969 and Nash–Sutcliffe Efficiency (NSE) = 0.966
also facilitated good calibration in morphodynamic calculations with R2 = 0.97 and NSE = 0.96.
The model was validated for the sediment deposits in the reservoir with R2 = 0.96 and NSE = 0.95.
Due to desynchronization between the glacier melts and monsoon rain caused by warmer climate
and subsequent decrease of 17% in sediment supply to the Tarbela dam, our modelling results
showed a slight decrease in the sediment delta for the near future (until 2030). Based on the
results, we conclude that our overall state-of-the-art modelling offers a significant improvement in
computational time and accuracy, and could be used to estimate hydrodynamic and morphodynamic
parameters more precisely for different events and poorly gauged rivers elsewhere in the world.
The modelling concept could also be used for predicting sedimentation in the reservoirs under
sediment load variability scenarios.
«
A number of significant investigations have advanced our understanding of the parameters
influencing reservoir sedimentation. However, a reliable modelling of sediment deposits and
delta formation in reservoirs is still a challenging problem due to many uncertainties in the
modelling process. Modelling performance can be improved by adjusting the uncertainty caused
by sediment load boundary conditions. In our study, we diminished the uncertainty factor by
setting more precise sediment load...
»