Since the early 1980’s TransCanada PipeLines Ltd. (TransCanada) has employed a number of stream bank stabilization measures in an effort to minimize the loss of fish habitat and to reduce the risk of long term erosion and sedimentation. Traditional stream crossing stabilization involved the re-contouring of streambanks to a stable slope (generally 2:1) and then lining the banks with rock armour and seeding. TransCanada began using alternate techniques, primarily log-walls in 1981. Since 1981 TransCanada has evolved the use stream bank stabilization techniques to include bio-stabilization techniques such as live log-walls, fascines, live staking, and brush layering in combination with more traditional structures. In 2004, TransCanada initiated a two year project to assess the success of biostabilization techniques used on a number of watercrossing throughout the its’ Alberta System. A total of 22 stream crossings were assessed in 2004 and 24 in 2005. Sites assessed were located the foothills and boreal forest areas of Alberta. In the majority of cases the biostabilization methods utilized were still intact and functioning as planned by providing stable streambanks and fish habitat. Several factors appeared to be influencing the value of the measures employed. Cattle grazing on sites where fencing did not exclude cattle from the crossing site resulted in destruction or reduced value of the measures employed. Uncontrolled All Terrain Vehicle activity resulted in a reduced value of the measure employed. Implementation of biostabilization techniques in the winter months (frozen ground conditions) created challenges in implementation of biostabilization measures resulting in less favorable results compared to other sites constructed in early and late fall. Seeding to control surface erosion also appeared to affect overall success of woody vegetation used as part of the biostabilization techniques. Biostabilization techniques employed by TransCanad have been effective in stabilizing watercrossings and providing fish habitat. In designing biostabilization systems for watercrossings consideration should be given to overall stabilization objectives, stream flow information, fish and fish habitat values, and likelihood of success given the geographic region, timing of construction, and surrounding land-use pressures.
Skip Nav Destination
2006 International Pipeline Conference
September 25–29, 2006
Calgary, Alberta, Canada
Conference Sponsors:
- Pipeline Division
ISBN:
0-7918-4261-4
PROCEEDINGS PAPER
Assessment of Success Biostabilization Techniques on Selected Watercrossings in Alberta
Albert Lees,
Albert Lees
AXYS Environmental Consulting Ltd.
Search for other works by this author on:
M. Traverso
M. Traverso
AXYS Environmental Consulting Ltd.
Search for other works by this author on:
Albert Lees
AXYS Environmental Consulting Ltd.
Andrea Jalbert
TransCanada PipeLines Ltd.
M. Traverso
AXYS Environmental Consulting Ltd.
Paper No:
IPC2006-10082, pp. 373; 1 page
Published Online:
October 2, 2008
Citation
Lees, A, Jalbert, A, & Traverso, M. "Assessment of Success Biostabilization Techniques on Selected Watercrossings in Alberta." Proceedings of the 2006 International Pipeline Conference. Volume 1: Project Management; Design and Construction; Environmental Issues; GIS/Database Development; Innovative Projects and Emerging Issues; Operations and Maintenance; Pipelining in Northern Environments; Standards and Regulations. Calgary, Alberta, Canada. September 25–29, 2006. pp. 373. ASME. https://doi.org/10.1115/IPC2006-10082
Download citation file:
171
Views
Related Proceedings Papers
Related Articles
Cavitation Characteristics of Gate Valves and Globe Valves Used as Flow Regulators Under Heads Up to About 125 Feet
Trans. ASME (August,1957)
Design, Modeling, and Control of a Hardware-in-the-Loop Testbed for Off-Road Vehicles
Letters Dyn. Sys. Control (October,2024)
Developing Innovative Deep Water Pipeline Construction Techniques with Physical Models
J. Offshore Mech. Arct. Eng (February,2007)
Related Chapters
Casing Design
Oilwell Drilling Engineering
Early Stage Tunnel Lining Experimental Study of Jinhuashan Railway Tunnel Construction within Soft and Weak Rock Mass
Geological Engineering: Proceedings of the 1 st International Conference (ICGE 2007)
Theoretical Analysis and Application of Pile Shaft Resistance Strengthening Effect
International Conference on Optimization Design (ICOD 2010)