• Login
    View Item 
    •   DSpace Home
    • Final Year Project Papers & Reports
    • School of Environmental Engineering (FYP)
    • View Item
    •   DSpace Home
    • Final Year Project Papers & Reports
    • School of Environmental Engineering (FYP)
    • View Item
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Landfill leachate treatment using constructed wetland under different hydraulic loading rate (HLR)

    Thumbnail
    View/Open
    Abstract, Acknowledgement.pdf (212.5Kb)
    Introduction.pdf (197.9Kb)
    Literature review.pdf (276.5Kb)
    Methodology.pdf (377.0Kb)
    Results and discussion.pdf (246.4Kb)
    Conclusion.pdf (191.2Kb)
    Reference and appendix.pdf (146.2Kb)
    Date
    2012-05
    Author
    Alice Dandun, Gana
    Metadata
    Show full item record
    Abstract
    Landfill leachate is one of wastewater which is toxic and represent a dangerous source of pollution for the environmental especially water body and groundwater. Constructed wetland is one of natural treatment that can be a reliable and cost effective for landfill leachate which was carried out to identify the potential of constructed wetland in term of its ability in removal of solids, organic matters and nutrients under different hydraulic loading rate of leachate. A laboratory-scale study was conducted on combination of subsurface flow and free water surface system (SSF-FWS), whereas set up to planted and control reactors. Planted reactors were planted with Limnocharis flava in SSF reactor while Eichhornia crassipes as floating plant in FWS reactor. Control reactors were left unplanted. This study was operated at hydraulic loading rate of 0.39 m/d and 0.55 m/d and with retention times of 24 hours. The removal efficiency was evaluated based on pH, turbidity, Biochemical Oxygen Demand (BOD5), Chemical Oxygen Demand (COD), Orthophosphates (PO4 3−), Ammoniacal-nitrogen (NH3-N) and Total Suspended Solids (TSS). There was better performance obtained in planted reactor at HLR of 0.39 m/d. pH value was decrease for 0.39 m/d and 0.55 m/d which are from 8.43-7.185 and 8.43-7.49, respectively. For 0.39 m/d, the removal efficiency of turbidity, BOD5, COD, PO4 3−, NH3-N and TSS were 97.43%, 87.5%, 99.52%, 94.63%, 98.59% and 98.32%, respectively. While, for 0.55 m/d, the removal efficiency were 90.83%, 93.73%, 96.73%, 65.85%, 95.99% and 98.32%, respectively.
    URI
    http://dspace.unimap.edu.my:80/dspace/handle/123456789/37102
    Collections
    • School of Environmental Engineering (FYP) [638]

    Atmire NV

    Perpustakaan Tuanku Syed Faizuddin Putra (PTSFP) | Send Feedback
     

     

    Browse

    All of UniMAP Library Digital RepositoryCommunities & CollectionsBy Issue DateAuthorsTitlesSubjectsThis CollectionBy Issue DateAuthorsTitlesSubjects

    My Account

    LoginRegister

    Statistics

    View Usage Statistics

    Atmire NV

    Perpustakaan Tuanku Syed Faizuddin Putra (PTSFP) | Send Feedback