In order to investigation of detention reservoirs on flood in Jafar Abad basin, Golestan province, Iran, the precipitation- run off process as well as reservoir routing were simulated by HEC-HMS Software. The model was run under four different scenarios (without reservo
More
In order to investigation of detention reservoirs on flood in Jafar Abad basin, Golestan province, Iran, the precipitation- run off process as well as reservoir routing were simulated by HEC-HMS Software. The model was run under four different scenarios (without reservoir and with reservoir: empty, half-full, and full) and for different return periods of 2 up to 100 years. The statistical analysis of the results was done based on one-way analysis of variance. To study the effect of reservoirs, two indices including the Flood Attenuation Rate (FAR) and Storage Ratio (SR) were used. The results indicated that construction of detention reservoirs leads to postponing the incidence of the peak discharge and decreased peak discharge along with the volume of the flood leaving the reservoir, but these decreasions were not significant. The influence of the reservoir diminished with the prolongation of the return period. The maximum level of flood volume reduction for the 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 the 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 that showing the efficiency of reservoirs in flood control. The results demonstrated that the efficiency of reservoirs in flood control is not merely dependent on the reservoir volume and the amount of flood.
Manuscript profile