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contributor authorShereen N. Abed
contributor authorNidal Mahmoud
contributor authorSaroj K. Sharma
date accessioned2017-05-08T22:33:39Z
date available2017-05-08T22:33:39Z
date copyrightJune 2016
date issued2016
identifier other49712163.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/82616
description abstractConstructed wetlands (CWs) are increasingly being applied for wastewater treatment and as pretreatment before artificial recharge of the effluents. Three horizontal subsurface-flow CWs were operated in parallel for almost 7 months and fed with three types of treated effluents to analyze enhancement of water quality at an average hydraulic retention time (HRT) of 1.3 days. The wastewater effluents analyzed in this study were an on-site anaerobically pretreated sewage at an Al-Mazra’a house, tertiary effluent at Al-Bireh City, and secondary effluent at the Birzeit University campus in Palestine. The average dissolved organic carbon (DOC) removal of 48, 50, and 47%, chemical oxygen demand (COD) removal of 55, 45, and 50%, biochemical oxygen demand (BOD) removal of 57, 38, and 60%, ammonia-nitrogen (
publisherAmerican Society of Civil Engineers
titlePotential of Horizontal Subsurface-Flow Constructed Wetlands for Polishing of Treated Sewages
typeJournal Paper
journal volume142
journal issue6
journal titleJournal of Environmental Engineering
identifier doi10.1061/(ASCE)EE.1943-7870.0001091
treeJournal of Environmental Engineering:;2016:;Volume ( 142 ):;issue: 006
contenttypeFulltext


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