Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system

The increasing application of constructed wetlands for leachate treatment is an ever-growing incentive for the development of better process design tools. This study was conducted to investigate leachate treatment performance of horizontal subsurface flow constructed wetlands (HSSFCW) installe...

Full description

Saved in:
Bibliographic Details
Main Author: Abdul Kadir, Aeslina
Format: Thesis
Language:English
Published: 2004
Subjects:
Online Access:http://eprints.uthm.edu.my/8215/1/24p%20AESLINA%20ABDUL%20KADIR.pdf
Tags: Add Tag
No Tags, Be the first to tag this record!
id my-uthm-ep.8215
record_format uketd_dc
spelling my-uthm-ep.82152023-02-07T03:31:24Z Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system 2004-10 Abdul Kadir, Aeslina TD Environmental technology. Sanitary engineering TD511-780 Sewage collection and disposal systems. Sewerage The increasing application of constructed wetlands for leachate treatment is an ever-growing incentive for the development of better process design tools. This study was conducted to investigate leachate treatment performance of horizontal subsurface flow constructed wetlands (HSSFCW) installed with water dispersal system, called Safety Flow® to produce a defined subsurface wetting pattern along the line and length of the system. A pilot scale HSSFCW with three parallel reactors was set up with dimensions of 2.45 m length x 0.20 m width x 0.40 m depth. All reactors were dosed using pre-treatment leachate effluent from sanitary landfill, lohor Bahru. Out of the three reactors, Reactors A and C were planted with I11yp/za angustifolia, whilst Reactor B was not planted and used as a control. In addition, Reactor C was installed with water dispersal system. The performance of constructed wetlands system was evaluated from the effluent quality. The main parameters were organics matter (biochemical oxygen demand (BOD) and chemical oxygen demand (COD), nutrients (ammonical nitrogen (NH4-N), nitrate (N03-N), phosphorus (P), and heavy metals (chromium (Cr) and cadmium (Cd). Based on the observation, Reactor C was found better than both Reactors A and B. Reactor C had removed more than 70% of BOD and COD, up to 80% of NH4-N and P and at least 90% of heavy metals. 2004-10 Thesis http://eprints.uthm.edu.my/8215/ http://eprints.uthm.edu.my/8215/1/24p%20AESLINA%20ABDUL%20KADIR.pdf text en public mphil masters Universiti Teknologi Malaysia Fakulti Teknologi Kejuruteraan
institution Universiti Tun Hussein Onn Malaysia
collection UTHM Institutional Repository
language English
topic TD Environmental technology
Sanitary engineering
TD Environmental technology
Sanitary engineering
spellingShingle TD Environmental technology
Sanitary engineering
TD Environmental technology
Sanitary engineering
Abdul Kadir, Aeslina
Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system
description The increasing application of constructed wetlands for leachate treatment is an ever-growing incentive for the development of better process design tools. This study was conducted to investigate leachate treatment performance of horizontal subsurface flow constructed wetlands (HSSFCW) installed with water dispersal system, called Safety Flow® to produce a defined subsurface wetting pattern along the line and length of the system. A pilot scale HSSFCW with three parallel reactors was set up with dimensions of 2.45 m length x 0.20 m width x 0.40 m depth. All reactors were dosed using pre-treatment leachate effluent from sanitary landfill, lohor Bahru. Out of the three reactors, Reactors A and C were planted with I11yp/za angustifolia, whilst Reactor B was not planted and used as a control. In addition, Reactor C was installed with water dispersal system. The performance of constructed wetlands system was evaluated from the effluent quality. The main parameters were organics matter (biochemical oxygen demand (BOD) and chemical oxygen demand (COD), nutrients (ammonical nitrogen (NH4-N), nitrate (N03-N), phosphorus (P), and heavy metals (chromium (Cr) and cadmium (Cd). Based on the observation, Reactor C was found better than both Reactors A and B. Reactor C had removed more than 70% of BOD and COD, up to 80% of NH4-N and P and at least 90% of heavy metals.
format Thesis
qualification_name Master of Philosophy (M.Phil.)
qualification_level Master's degree
author Abdul Kadir, Aeslina
author_facet Abdul Kadir, Aeslina
author_sort Abdul Kadir, Aeslina
title Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system
title_short Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system
title_full Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system
title_fullStr Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system
title_full_unstemmed Landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system
title_sort landfill leachate treatment performance in subsurface flow constructed wetlands using safety flow system
granting_institution Universiti Teknologi Malaysia
granting_department Fakulti Teknologi Kejuruteraan
publishDate 2004
url http://eprints.uthm.edu.my/8215/1/24p%20AESLINA%20ABDUL%20KADIR.pdf
_version_ 1776103303048855552