Show simple item record

contributor authorCevat Yaman
contributor authorJoseph P. Martin
contributor authorEyup Korkut
date accessioned2017-05-08T21:47:33Z
date available2017-05-08T21:47:33Z
date copyrightDecember 2005
date issued2005
identifier other%28asce%290733-9372%282005%29131%3A12%281667%29.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/62464
description abstractThe use of layered geotextile filters for biological treatment of septic tank effluent prior to ground infiltration was investigated. The goal was to provide secondary treatment and prevent soil clogging by fostering biomass growth in the internal porosity of commercially available geotextiles. The study used primary effluent from a water pollution control facility that serves a combined sewer area. To identify sustainable operating conditions, the hydraulic loading rate (HLR) and other parameters were varied in tests with columns packed with multiple geotextile and granular layers. At continuous high hydraulic loading rate application, over 90% of total suspended solids and biochemical oxygen demand was removed, but the three layer filters eventually clogged. When a
publisherAmerican Society of Civil Engineers
titleUse of Layered Geotextiles to Provide a Substrate for Biomass Development in Treatment of Septic Tank Effluent Prior to Ground Infiltration
typeJournal Paper
journal volume131
journal issue12
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)0733-9372(2005)131:12(1667)
treeJournal of Environmental Engineering:;2005:;Volume ( 131 ):;issue: 012
contenttypeFulltext


Files in this item

Thumbnail

This item appears in the following Collection(s)

Show simple item record