Go to  Advanced Search

Kinetic and empirical design criteria for constructed wetlands

Show full item record

Files in this item

Files Size Format Description   View
1995 - Nix, Gulley - Kinetic and Empirical Design Criteria.pdf 1.192Mb Adobe Portable Document Format   View/Open
 
Title: Kinetic and empirical design criteria for constructed wetlands
Author: Nix, P. O.; Gulley, John R.
Issue Date: 1995
Publicly Available in cIRcle 2009-07-15
Series/Report no. British Columbia Mine Reclamation Symposium 1995
Abstract: Design criteria were derived for estimated the size of constructed wetlands needed to treat oil sands mining wastewater using a field-scale wetland experimental facility in northeastern Alberta, Canada. The objective of this research was to demonstrate the capabilities of such wetlands as long-term, self-sustaining "natural" systems for the treatment of large quantities of wastewater anticipated to be released from tailings ponds after mine abandonment. Using empirical data (i.e., hydrocarbon loading rates versus effluent quality), the optimal range of hydrocarbon loading was 5 to 25 gTEH/m²/month. Using more conservative kinetic data (i.e., microbial mineralization rates), the range of optimal treatment effectiveness was 9.6 to 13.2 gTEH/m²/month. Since these two design criteria methodologies were calculated using two independent analytical methods, the similarity in results represents a substantial validation of their accuracy. Further research is being undertaken to confirm these findings, to improve treatment performance, and to assess the ecological characteristics of these wetlands. Key Words - constructed wetland, design criteria, hydrocarbons, mineralization
Affiliation: Applied Science, Faculty of
URI: http://hdl.handle.net/2429/10857
Peer Review Status:

This item appears in the following Collection(s)

Show full item record

All items in cIRcle are protected by copyright, with all rights reserved.

UBC Library
1961 East Mall
Vancouver, B.C.
Canada V6T 1Z1
Tel: 604-822-6375
Fax: 604-822-3893