The efficiency of detention reservoirs for flood control on the Jafar Abad River in Golestan province (Iran)

Abstract

In order to investigate the effect of detention reservoirs on flood, the precipitation-runoff process as well as the reservoir routing was simulated with the HEC-HMS software. The model was run under four different scenarios (without a reservoir and with an empty, half-full, and full reservoir) and with different return periods of from 2 to 100 years in the Jafar Abad River basin, Golestan province, Iran. The statistical analysis of the results was based on one-way analysis of variance. To study the effect of reservoirs, two indices were used: the Flood Attenuation Rate (FAR) and Storage Ratio (SR). The results indicated that the construction of detention reservoirs leads to the decrease in peak discharge and the volume of flood that leaves the reservoir and postpones the incidence of the peak discharge. The influence of the reservoir diminishes with the prolongation of the return period. The maximum level of flood volume reduction for empty, half-full, and full reservoirs was 61.1, 33.2, and 0.8%, respectively, and for the peak discharge was 63.9, 32.8, and 6.6%, respectively. The maximum value of FAR for reservoirs under empty, half-full, and full conditions were 26, 19, and 7%, respectively. Similarly, the maximum SR for the empty and half-full reservoirs was 14 and 5%, respectively, thus showing the efficiency of reservoirs in flood control. Also, the results demonstrate that the efficiency of reservoirs in flood control not only depends on the reservoir volume and the amount of flood, but also on the geometric properties of the reservoir and weir.