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CFD (Computational Fluid Dynamics)

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file icon Pollutants Washout - The Missing Dimension in Urban Stormwater Treatmenthot! 05/16/2007
Authors
R.Y.G. Andoh1, R.M. Alkhaddar , M.G. Faram and P. Carroll
Abstract
Several configurations of proprietary ‘flow-through’ stormwater treatment devices have evolved to address the need for compact and effective systems that remove sediment and other pollutants from stormwater runoff. Whilst a number of these systems have been the subject of several field monitoring and independent laboratory studies, differences between design methodologies, unit sizes and capacity, test protocols and site conditions in the field have made direct comparisons of results very difficult. Most studies to date have focused mainly on the pollutant removal efficiency (effectiveness) of these systems.

Though removal efficiency is a good indicator of a devices’ effectiveness in terms of separating pollutants from stormwater, particularly under low flow conditions, it does not provide a complete description of device efficacy especially in terms of its ability to retain previously captured pollutants under moderate or high flows. The phenomenon of ‘Washout’ defined as the tendency to re-suspend (re-entrain) and discharge previously captured pollutants is of particular importance in practice as stormwater treatment devices are typically maintained on an infrequent basis.

The paper describes results of work undertaken at Liverpool (JM) University to determine sediment retention performance of different stormwater treatment chamber configurations under controlled laboratory conditions that provides a true comparative assessment using identical testing protocols and methodologies. General conclusions drawn from the results include the observation that the phenomenon of “pollutants washout” from stormwater treatment chambers is very real and must be taken into account in system selection for practical application. The rate of stored pollutants washout was found to be extremely sensitive to chamber design with re-suspension and washout rates ranging from close to zero to close to 100 percent depending on device configuration, nature and type of flow modifying components and whether or not sediments are stored in isolated storage zones.

file icon An efficiency formula for a hydrodynamic vortex separatorhot! 08/24/2005

Authors

Darrell A. Egarr, Mike Faram, Tim O’Doherty and Nick Syred

Abstract

Hydrodynamic vortex separators (HDVSs) are low energy solid-liquid separation systems. They have been applied for a number of duties including wastewater treatment, combined sewer overflow treatment and storm water treatment. Such systems operate whereby solids settle due to the force of gravity and sufficient residence time for this to take place is provided by the rotary nature of the path of the fluid through the separator. In this study, the HDVS is considered operating without an underflow component which may be the case in practice, for example, where collected solid material is removed on a batch basis.

file icon Use of computational fluid dynamics to assess the disinfection performance of a sewer overflowhot! 08/22/2005
Authors
D.A. Egarr, M.G. Faram, I. Guymer, T. O’Doherty, N.Syred
Abstract
The fluid residence time characterisation of a 3.4m diameter Hydrodynamic Vortex Separator (HDVS) has been carried out over a range of flowrates. Computational Fluid Dynamic (CFD) modelling has also been undertaken for the same conditions and validated against the experimental results, for which reasonable correspondence has been found. Using the results from the CFD modelling and batch inactivation results from the disinfection of secondary treated wastewater, it is shown that the theoretical performance of a HDVS as a contact vessel for disinfection can be predicted.
file icon Use of computational fluid dynamics to assess the disinfection performance of a sewer overflowhot! 08/22/2005
Authors
D.A. Egarr, M.G. Faram, I. Guymer, T. O’Doherty, N.Syred
Abstract
The fluid residence time characterisation of a 3.4m diameter Hydrodynamic Vortex Separator (HDVS) has been carried out over a range of flowrates. Computational Fluid Dynamic (CFD) modelling has also been undertaken for the same conditions and validated against the experimental results, for which reasonable correspondence has been found. Using the results from the CFD modelling and batch inactivation results from the disinfection of secondary treated wastewater, it is shown that the theoretical performance of a HDVS as a contact vessel for disinfection can be predicted.
file icon CFD prediction of the residence time of a vortex separator applied to disinfectionhot! 03/17/2005
Authors
D. Egarr, M.G. Faram, T. O’Doherty, D. Phipps and N. Syred
Abstract
A Hydrodynamic Vortex Separator (HDVS) has been modelled using Computational Fluid Dynamics (CFD) in order to predict the residence time of the fluid at the overflow and underflow outlets. A technique which was developed for use in Heating, Ventilation and Air Conditioning (HVAC) was used to determine the residence time and the results have been compared with those determined experimentally. It is shown that in using CFD, it is possible to predict the mean residence time of the fluid and to study the response to a pulse injection of tracer. It is also shown that it is possible to apply these techniques to predict the mean survival rate of bacteria in a combined separation and disinfection process.
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