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    Experimental and Numerical Modeling of Versa Trap Type W

    171526_14183_52062.pdf (207.8Kb)
    Access Status
    Open access
    Authors
    Ismail, Mohamed
    Nikraz, Hamid
    Khan, Azam
    Date
    2009
    Type
    Journal Article
    
    Metadata
    Show full item record
    Citation
    Ismail, Mohamed and Nikraz, Hamid and Khan, Azam. 2009. Experimental and Numerical Modeling of Versa Trap Type W. Agricultural Engineering International: the CIGR Ejournal XI.
    Source Title
    Agricultural Engineering International: the CIGR Ejournal
    Additional URLs
    http://www.cigrjournal.org/index.php/Ejounral/article/view/1314/1251
    ISSN
    16821130
    School
    Department of Civil Engineering
    Remarks

    This work is licensed under a Creative Commons Attribution 3.0 License. http://creativecommons.org/licenses/by/3.0/

    URI
    http://hdl.handle.net/20.500.11937/6716
    Collection
    • Curtin Research Publications
    Abstract

    This paper presents the results of experimentations carried out into the solids separation performance of a vortex combination. It also analyses the processes involved in this separation technique. VersaTrap type W (VTW) designed by Rocla for industrial wastewater treatment has been used in this project. The vortex is generated in a cylindrical chamber above the level of a cylindrical screen. Experimental and numerical analysis were performed on the scale model to establish the hydraulic characteristics and pollutant removal efficiencies (PRE). The VT type W with 0 and 50% blocked screen (for single and double baskets) was tested at Curtin University of Technology to replicate typical in situ conditions. The results were scaled up to provide data on the full range of full size units. Comparing Computational Fluid Dynamic (CFD) simulation and experimental results suggest that CFD software is an effective tool to assess the findings of the hydraulic treatment system. Data analysis has demonstrated that the headloss increases in proportion to flow rates. The removal efficiencies are inversely proportional to flow rates. The study outcomes have capabilities to optimize any other types of wastewater treatment systems.

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