Abstract

Computational fluid dynamics (CFD) is a popular tool in the water industry for assessing ultraviolet (UV) reactor performance. However, due to the size of open-channel-type UV reactor systems, the CFD model requires significant computational time. Thus, most evaluations have been conducted using very simplified models. In order to ensure the reliability of this simplified CFD model, precise numerical modeling and validation by measurements are necessary considering the geometry defeaturing level. Therefore, simplified geometries in four defeatured levels were prepared for the CFD model, and simulations were performed to determine the level of geometric simplicity required to derive reliable results. A bioassay test was also conducted for a pilot-scale open-channel-type UV reactor that has the same geometrical configuration as the CFD model. Good agreement was observed between the bioassay test and CFD model results. It was found that the reduction equivalent dose (RED) is not significantly affected by geometry defeaturing under the assumption that the inlet flow conditions are relatively uniform. In multiple bank operation, the addition of banks yields a linear increment of the RED in the CFD model, however, a lower RED than the measured value was presented, especially for serial bank addition. The related aspects of the detailed flow physics and disinfection characteristics were also presented. These results are expected to provide useful information for CFD modeling, reactor design, and the assessment of the open-channel-type UV reactors.

Highlights

  • Disinfection is one of the most important issues in water treatment because it is directly related to public health and the ecosystem

  • The inactivation of MS2 phages measured by the collimated beam apparatus was used to

  • The observed inactivation response showed a somewhat lower log inactivation compared to the mean dose–response curve response showed a somewhat lower log inactivation compared to the mean dose–response curve reported in literature [28]

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Summary

Introduction

Disinfection is one of the most important issues in water treatment because it is directly related to public health and the ecosystem. For waste-water disinfection, open-channel type UV reactor systems are widely employed for final water treatment. The proper assessment of the UV reactor system is a key parameter that affects both the cost and reliable disinfection performance in given operating conditions. Assessing these UV reactors is somewhat complex. The water flow, UV radiation intensity, and the reaction kinetics should be taken into account. Unlike close-conduit UV reactors, open-channel UV reactors have a free surface flow that further complicates the hydraulic behavior and its analysis. In the UV reactor, spatial differences in the UV radiation field and the differences in the residence time of water elements cause a certain distribution of the UV dose (hereinafter referred to as dose), which

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