Please use this identifier to cite or link to this item:
http://hdl.handle.net/20.500.11889/5306
DC Field | Value | Language |
---|---|---|
dc.contributor.author | Fuqaha, Abdelhalim | |
dc.contributor.author | Al-Sa'ed, Rashed | |
dc.date.accessioned | 2017-12-23T09:23:42Z | |
dc.date.available | 2017-12-23T09:23:42Z | |
dc.date.issued | 2004-10-04 | |
dc.identifier.citation | Fuqaha, A., and Al-Sa’ed, R., 2004. Development of a two-stage biofilter system to enhance the effluent quality of a UASB pre-treated domestic sewage. Proceedings of the 2nd Environmental Symposium Water Resources and Environmental Protection in the Middle East and North Africa. Oct 4-5, 2004, Amman, Jordan. | en_US |
dc.identifier.uri | http://hdl.handle.net/20.500.11889/5306 | |
dc.description | Submitted to the 2nd Environmental Symposium Water Resources and Environmental Protection in the Middle East and North Africa, October, 4-5, 2004, Amman, Jordan | en_US |
dc.description.abstract | This paper proposes a new development in post-treatment technology entailing a pilot-scale anaerobic upflow anaerobic sludge blanket (UASB) followed by a two-stage biofilter system. As filter media, local crushed recycled plastic and anthracite were used in the anaerobic filter (AF) and passive aerated rapid filter (RF) respectively. Domestic sewage from Birzeit town was treated at an average flow rate of 0.50m3/d under variable organic loading rates (OLRs) and hydraulic retention times (HRTs). The applied HRTs for the treatment chain (UASB-AFRF) along three run phases were (32.5, 2.2 and 1 h), (19.5, 1.3 and 0.7 h) and (14, 1, and 0.4 h). The applied OLR (kgCOD/m3.d) were (0.16, 1.90 and 6.97), (1.53, 10.68 and 10.54) and (0.57, 6.17 and 20.40) respectively. The overall removal efficiency of the treatment chain for CODt was (42, 83 and 50%) respectively, however the achieved CODt removal efficiency by the UASB alone was (18.5, 53 and 29%). The suspended solids removal efficiency for the complete treatment chain was (70, 65 and 55%) at variable OLR and HRT, the UASB suspended solids removal efficacy was around (35, 27 and 21%) for the three run phases respectively. During the first run phase (Highest HRT), an average removal efficiency of 8 and 14% for ammonia and phosphorus in the RF was achieved, high OLR applied during the second and third run phases might be behind low nutrients removal efficiency. Removal of Kjeldahl nitrogen (TKN) in the AF and RF was associated with similar reduction tendency in BOD. The proper design and adequate operation of the UASB reactor appeared to be the main efficacy-limiting factors of the developed post treatment system. | en_US |
dc.language.iso | en | en_US |
dc.publisher | German-Arabic Society for Environmental Studies, Frankfurt am Main, Germany | en_US |
dc.subject | Sewage - Purification - Anaerobic treatment | en_US |
dc.subject | Sewage disposal - Palestine | en_US |
dc.subject | Sewage - Purification - Nutrient removal - Palestine | en_US |
dc.subject | Sewage - Purification - Biological treatment | en_US |
dc.subject.lcsh | Upflow anaerobic sludge blanket reactors | |
dc.title | Development of a two-stage biofilter system to enhance the effluent quality of a UASB pre-treated domestic sewage | en_US |
dc.type | Conference Proceedings | en_US |
newfileds.department | Institute of Environmental and Water Studies | en_US |
newfileds.conference | Environmental Symposium Water Resources and Environmental Protection in the Middle East and North Africa (2nd : 2004 : Amman, Jordan) | en_US |
newfileds.item-access-type | open_access | en_US |
newfileds.thesis-prog | none | en_US |
newfileds.general-subject | Engineering and Technology | الهندسة والتكنولوجيا | en_US |
item.grantfulltext | open | - |
item.fulltext | With Fulltext | - |
item.languageiso639-1 | other | - |
Appears in Collections: | Institute of Environmental and Water Studies |
Files in This Item:
File | Description | Size | Format | |
---|---|---|---|---|
Fuqaha & Al-Sa`ed 4-5 Oct 04 ArticlConfAmmanDE.pdf | refereed conference paper | 132.8 kB | Adobe PDF | View/Open |
Page view(s)
114
Last Week
0
0
Last month
3
3
checked on Apr 14, 2024
Download(s)
157
checked on Apr 14, 2024
Google ScholarTM
Check
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.