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Evaluation of the Performance of Water Quality Models for the Simulation of Reservoir Flushing Effect on Downstream Water Quality  

Jung, Yong Rak (Department of Environmental Engineering, Chungbuk National University)
Chung, Se Woong (Department of Environmental Engineering, Chungbuk National University)
Yoon, Sung Wan (Department of Environmental Engineering, Chungbuk National University)
Oh, Dong Geun (Department of Environmental Engineering, Chungbuk National University)
Jeong, Hee Young (Department of Environmental Engineering, Chungbuk National University)
Publication Information
Abstract
A two-dimensional (2D), laterally-averaged hydrodynamic and water quality model, CE-QUAL-W2 was applied to evaluate the performance on simulating the effect of flushing from Daecheong Reservoir on the downstream water quality variations during the flushing events held on November, 2003 and March, 2008. The hydraulic and water quality simulation results were compared with field measurement data, as well as a one-dimensional (1D), unsteady model (KORIV1) that revealed limited capability in the previous study due to missing the resuspension process of river bottom sediments. The results showed that although the 2D model made satisfactory performance in reproducing the temporal variations of dissolved matters including phosphate, ammonia and nitrate, it revealed poor performance in simulating the increase of biological oxygen demand and suspended sediment (SS) concentrations during the passage of the flushing flow. The reason of the error was that the resuspension process of the 2D model is only the function of shear stress induced by wind. In reality, however, as shown by significant correlation between bottom shear stress ($\tau$) and observed SS concentration, the resuspension process can be significantly influenced by current velocity in the riverine system, especially during flushing event. The results indicate that the resuspension of river bottom materials should be incorporated into the water quality modeling processes if $\tau$ is greater than a critical shear stress (${\tau}_c$) for better simulation of flushing effect.
Keywords
CE-QUAL-W2; KORIV1; Reservoir flushing; Sediment resuspension; Water quality modeling;
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Times Cited By KSCI : 6  (Citation Analysis)
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