A comparative study of manhole hydraulics using stereoscopic PIV and different RANS models

Author:

Beg Md Nazmul Azim1,Carvalho Rita F.1,Tait Simon2,Brevis Wernher23,Rubinato Matteo2,Schellart Alma2,Leandro Jorge4

Affiliation:

1. Department of Civil Engineering, University of Coimbra, Coimbra, Portugal

2. Department of Civil and Structural Engineering, University of Sheffield, Sheffield, UK

3. Department of Hydraulics and Environmental Engineering, Pontifical Catholic University of Chile, Santiago, Chile

4. Hydrology and River Basin Management, Technical University of Munich, Munich, Germany

Abstract

Abstract Flows in manholes are complex and may include swirling and recirculation flow with significant turbulence and vorticity. However, how these complex 3D flow patterns could generate different energy losses and so affect flow quantity in the wider sewer network is unknown. In this work, 2D3C stereo Particle Image Velocimetry measurements are made in a surcharged scaled circular manhole. A computational fluid dynamics (CFD) model in OpenFOAM® with four different Reynolds Averaged Navier Stokes (RANS) turbulence model is constructed using a volume of fluid model, to represent flows in this manhole. Velocity profiles and pressure distributions from the models are compared with the experimental data in view of finding the best modelling approach. It was found among four different RANS models that the re-normalization group (RNG) k-ɛ and k-ω shear stress transport (SST) gave a better approximation for velocity and pressure.

Publisher

IWA Publishing

Subject

Water Science and Technology,Environmental Engineering

Reference21 articles.

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3. Procedure for estimation and reporting of uncertainty due to discretization in CFD applications;Journal of Fluids Engineering,2008

4. Flow in pipes;Jeans,2006

5. Experimental and numerical investigation of interactions between above and below ground drainage systems;Water Science and Technology,2013

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