Numerical and experimental characterization of the 2D vertical average-velocity plane at the center-profile and qualitative air entrainment inside a gully for drainage and reverse flow

Abstract Gullies are devices that connect the surface system to the sewer allowing the drainage of water during a rainfall event. During severe flooding, the sewer might become pressurized and water may gush out of the sewer onto the surface, in what is termed reverse flow. Experimental and numerical studies of gullies are rare because of the high computational time and the experimental facilities costs. In this paper we aim to characterize the average velocity inside a gully at the center profile and discuss the qualitative air-entrainment structure for both drainage and reverse flow conditions. The experimental facility termed the Multiple-Linking-Element experiment (MLE) is located at the University of Coimbra. OpenFOAM™ v.1.7.1 is used with the Large Eddy Simulation (LES) Smagorinsky model to simulate turbulence. Numerical and experimental results show reverse flow with a strong jet at the center and an anticlockwise vortex on the left side of the gully box, and drainage flow with a large clockwise vortex located above and slightly to the left of the bottom outlet. Reverse flow shows few traces of air-entrainment, unlike drainage flow that exhibits large quantities of air-entrainment caused by a hydraulic jump formed on the surface flow.

[1]  Chen Xuewei,et al.  Progress in Numerical Simulation of High Entrained Air-Water Two-Phase Flow , 2012, 2012 Third International Conference on Digital Manufacturing & Automation.

[2]  Istvan Galambos,et al.  Improved Understanding of Performance of Local Controls Linking the above and below Ground Components of Urban Flood Flows , 2012 .

[3]  B. Russo,et al.  Hydraulic Efficiency of Continuous Transverse Grates for Paved Areas , 2009 .

[4]  J. Vazquez,et al.  Experimental investigation and CFD modelling of flow, sedimentation, and solids separation in a combined sewer detention tank , 2009 .

[5]  Jiri Blazek,et al.  Computational Fluid Dynamics: Principles and Applications , 2001 .

[6]  Felix Janssen,et al.  Near-bottom performance of the Acoustic Doppler Velocimeter (ADV) – a comparative study , 2006, Aquatic Ecology.

[7]  Weeratunge Malalasekera,et al.  An introduction to computational fluid dynamics - the finite volume method , 2007 .

[8]  C. W. Hirt,et al.  Volume of fluid (VOF) method for the dynamics of free boundaries , 1981 .

[9]  J. Smagorinsky,et al.  GENERAL CIRCULATION EXPERIMENTS WITH THE PRIMITIVE EQUATIONS , 1963 .

[10]  O. Ubbink Numerical prediction of two fluid systems with sharp interfaces , 1997 .

[11]  N. Rajaratnam,et al.  Evaluation of ADV Measurements in Bubbly Two-Phase Flows , 2002 .

[12]  Tony L. Wahl,et al.  Analyzing ADV Data Using WinADV , 2000 .

[13]  S. Glockner,et al.  Numerical study of the hydrodynamics of regular waves breaking over a sloping beach , 2011 .

[14]  Vladimir Nikora,et al.  Despiking Acoustic Doppler Velocimeter Data , 2002 .

[15]  Jeffrey G. Arnold,et al.  Model Evaluation Guidelines for Systematic Quantification of Accuracy in Watershed Simulations , 2007 .

[16]  Jorge Leandro,et al.  Characterization of the hydraulic performance of a gully under drainage conditions. , 2014, Water science and technology : a journal of the International Association on Water Pollution Research.

[17]  Xiongjun Wu,et al.  Computational and experimental characterization of a liquid jet plunging into a quiescent pool at shallow inclination , 2012 .

[18]  Yi-Hsiang Yu,et al.  Reynolds-Averaged Navier–Stokes simulation of the heave performance of a two-body floating-point absorber wave energy system , 2013 .

[19]  C. Willmott ON THE VALIDATION OF MODELS , 1981 .

[20]  Jochen Fröhlich,et al.  On simulating the turbulent flow around the Ahmed body: A French–German collaborative evaluation of LES and DES , 2013 .

[21]  Jorge Leandro,et al.  Numerical and experimental investigation of a gully under surcharge conditions , 2015 .

[22]  K. Pearson Mathematical Contributions to the Theory of Evolution. III. Regression, Heredity, and Panmixia , 1896 .

[23]  S. McLelland,et al.  A new method for evaluating errors in high‐frequency ADV measurements , 2000 .

[24]  Hydraulic Behaviour Of A Gully Under Surcharge Conditions , 2012 .

[25]  Zhongdong Qian,et al.  Numerical simulation and analysis of water flow over stepped spillways , 2009 .

[26]  S. Djordjević,et al.  Experimental and numerical investigation of interactions between above and below ground drainage systems. , 2012, Water science and technology : a journal of the International Association on Water Pollution Research.

[27]  J. McWilliams,et al.  A subgrid-scale model for large-eddy simulation of planetary boundary-layer flows , 1994 .