Abstract

UASB reactors are a promising option for environmentally friendly wastewater treatment due to their reduced carbon footprint and their capacity to treat a variety of wastewater strengths, among other recognized advantages over alternative wastewater treatment systems. The Influent Distribution System (IDS) is a critical structure for generating granules in a UASB reactor since it provides the required flow hydrodynamics for their formation. Thus, the objective of this study was to evaluate and compare the efficiency of five IDS configurations to generate ideal granulation conditions using Computational Fluid Dynamics (CFD) simulations. The IDS configurations were as follows: (C1) single radial inflow, (C2) upward axial inflow, (C3) downward distributed axial inflow, and two novel configurations in the form of (C4) double opposite radial inflow and (C5) downward tangential inflow. The hydrodynamic response of configuration C1 was validated in a physical model with dynamic Froude similitude. The granulation measurement was velocity-based in the reactor reaction zone using steady-state CFD simulations. The novel IDS configuration C4 was the one that resulted in the highest granulation volume, with up to 45.5% of the potential granulation volume of the UASB reactor, in contrast to the IDS C2 that obtained the lowest granulation with only 10.8%. Results confirm that the IDS directly impacts the hydrodynamics of the reactor and that model-based design can be used to ascertain IDS configurations that better promote granulation in UASB reactors.

Highlights

  • Introduction iationsAnaerobic biological wastewater treatment technologies generate high expectations in the field of environmental sanitation because, in addition to having the ability to treat a variety of wastewater strengths [1,2,3], they are more environmentally sustainable technologies than their aerobic counterparts [4]

  • This study aims to characterize and compare the flow hydrodynamics and granulation conditions produced by five Influent Distribution System (IDS) configurations in a cylindrical Upflow Anaerobic Sludge Blanket (UASB) reactor in its start-up stage using 3D single-phase computational fluid dynamics (CFD) simulations

  • The performance parameters shown in this table became asymptotic as the size of the grid cell decreased, approaching Richardson’s extrapolation values, which is a sign of monotonic convergence

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Summary

Introduction

Anaerobic biological wastewater treatment technologies generate high expectations in the field of environmental sanitation because, in addition to having the ability to treat a variety of wastewater strengths [1,2,3], they are more environmentally sustainable technologies than their aerobic counterparts [4]. Anaerobic technologies could replace or complement aerobic-based treatment systems due to the advantages they provide, including biogas recovery, low excess sludge production, low construction, and operating costs, as well as low footprint and nutrient requirements [5]. The Upflow Anaerobic Sludge Blanket (UASB) reactor is one of the most remarkable highrate anaerobic wastewater treatment technologies. The UASB, developed by Lettinga et al [7], is recognized as the most commonly used anaerobic wastewater treatment system on the Licensee MDPI, Basel, Switzerland.

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