EventsThe 8th International Electronic Conference on Water Sciences
Published
This submission belongs to the session S2. Hydrodynamics, Hydraulic Transients, Hydropower and Pumped Storage in Water-Energy Nexus of the event The 8th International Electronic Conference on Water Sciences
Published date
11 Oct, 2024
Academic Editor
author-avatarVicente S. Fuertes-Miquel
Citation
Lineker Max Goulart Coelho, Kesley Antônio dos Santos, Hydraulic assessment of treatment wetlands using CFD-DEM simulations, in Proceedings of The 8th International Electronic Conference on Water Sciences, 14 October–16 October 2024, MDPI: Basel, Switzerland
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Hydraulic assessment of treatment wetlands using CFD-DEM simulations

Kesley Antônio dos Santos 2
1. Technical University of Denmark - DTU, Dept. of Engineering Technology, Ballerup, 2750, Denmark, Denmark
2. Post-Graduation Program in Civil Engineering, Centro Federal de Educação Tecnológica de Minas Gerais, Belo Horizonte, MG, Brazil, Brazil
Abstract

A treatment wetland (TW) is a nature-based solution for wastewater treatment that utilizes engineered systems to enhance processes that naturally occur in the environment. Computational Fluid Dynamics (CFD) is a consolidated technique used to design and perform the optimization of wastewater treatment systems. However, few CFD studies have addressed TW as this requires additional assumptions to properly include the porous flow modeling. This study aims to investigate the hydraulic patterns in horizontal subsurface flow treatment wetlands by using CFD coupled with the discrete element method (DEM), which provides a detailed representation of flow movement and porous media. The simulations were carried out in the software CFD-DEM. In terms of model settings, laminar flow and unsteady simulation were assumed. A case study using a 2 m long pilot-scale treatment wetland was used, as this model was previously validated for this setup. In order to support the design of a system with higher flow rates, three different flow rates were applied to check the differences in the system from the point of view of hydraulic behavior, in terms of flow direction, preferential flows, and hydraulic retention time. The results of the three scenarios were compared and a significant change was noted in the hydraulic behavior from the lower to the higher flow rate applied. The CFD-DEM simulations were effective to model the hydraulic patterns of the case under study and shown to be a good approach to accurately investigate hydraulics in TW, enabling operation optimization.

Keywords
Computational fluid dynamics
discrete element method
treatment wetlands
Pump hydro storage in the integration of intermittent renewables in water drinking systems
An approach to the dominant frequency of coherent structures in macroturbulent flows