Author/Authors :
Norouzi, Hadi Department of Civil Engineering - Faculty of Engineering - University of Zanjan, Zanjan, Iran , Bazargan, Jalal Department of Civil Engineering - Faculty of Engineering - University of Zanjan, Zanjan, Iran
Abstract :
In engineering works, calculation of the peak zone of the flood is very
important. Therefore, in the present study, a method was presented to
increase the accuracy of the flood routing of the peak zone of the inflow
hydrograph. The recorded data in the Ahwaz and Farsiat hydrometric stations
were used, both of which are related to the Karun river, Iran. In contrast to
previous studies, in addition to calculating the coefficients of linear Muskingum
method (X, K), the time interval (Δt) parameter was also optimized in the
present study using the PSO algorithm. The results showed that if only the X
and K coefficients were calculated, the mean relative error (MRE) of the peak
zone for the first, second and third floods were equal to 8.34, 2.24, and 1.99
%, respectively. However, by using the optimized Δt value, the corresponding
error decreased to 5.14, 0.44, and 1.08 %.
Keywords :
Flood routing , Linear Muskingum method , Optimization of Δt parameter , PSO algorithm