Abstract

Disinfection is an effective microorganism inactivation method that has contributed historically to decreasing waterborne diseases. It is necessary to improve hydraulic efficiency for ensuring disinfection ability without creating disinfection by-products. However, many hydraulic efficiency indices, which are a type of black-box analyses based on residence time distribution curves, have been used to assess short-circuiting and mixing. We propose a novel index (internal short-circuiting index, ISI) and analysis approach (internal short-circuiting estimation method, ISEM) based on computational fluid dynamics (CFD) modelling for understanding the local hydrodynamics. Then, we implement ISEM to quantify the effect of the clearwell configuration with the different length-to-width and shape ratios on the hydraulic efficiency. As the hydraulic efficiency surrogated by T10/T converges to the maximum value, the ISI values at inlet and outlet reduce rapidly, and the recirculation and dead zones shrink in the channel zones. Thus, the ISI curve changes from a V shape to U shape. The ISEM demonstrates that it is applicable under various conditions and it enables engineers to design clearwells for optimizing the disinfection ability. Furthermore, the CFD model in this study can be combined with machine learning techniques in future studies to extract knowledge for reducing the computational cost.

Highlights

  • Disinfection is an essential and effective microorganism inactivation method that has historically contributed to decrease waterborne diseases

  • This study intended to develop a novel hydraulic efficiency estimation method (i.e., internal short-circuiting estimation method (ISEM)) and propose an index (i.e., ISI) that can be applied to evaluate short-circuiting in a clearwell

  • The ISEM demonstrated that it could overcome the shortcomings of existing hydraulic efficiency indicators (HEIs) and quantify short-circuiting at any point within clearwell using ISI

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Summary

Introduction

Disinfection is an essential and effective microorganism inactivation method that has historically contributed to decrease waterborne diseases. This process occurs through contact with suitable disinfectant concentration and sufficient time for microorganisms to be inactivated in the clearwell. C[mg/L] denotes the residual disinfectant concentration and T[min] represents contact time T10 when 10% of a tracer is out of the clearwell after injecting the tracer at the inlet, are compared with reference values for given pathogens to assess whether the required level of inactivation has been accomplished. Increasing the C value to meet the required CT value is not recommended because a high C value can increase the potential for forming DBPs. improving the hydraulic efficiency surrogated by T10 is a widely recommended option to increase the disinfection ability and reduce the disinfection dosage and DBPs. Plug flow is an optimal

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