Pipeline crossings of streams, whether large or small, must consider the ability of the stream channel to scour its bed and erode its banks. Case studies are presented to illustrate the kinds of dynamic environments which must be considered in designing pipeline stream crossings. These characteristics may be determined through the use of comparative historical aerial photography and site photographs and surveys. The case studies presented as examples in this paper include gullies, bedrock-lined channels, entrenched meandering streams, multi-channel wandering streams, degrading channels, alluvial fans, and major channels affected by regulation and man-made structures. Natural hazards such as debris jams and beaver dams are also discussed. For each case study, the characteristics of the channels are described, the design approach discussed and site-specific constraints presented which affected the final design.
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1996 1st International Pipeline Conference
June 9–13, 1996
Calgary, Alberta, Canada
Conference Sponsors:
- Pipeline Division
ISBN:
978-0-7918-4021-4
PROCEEDINGS PAPER
Stream Dynamics at Pipeline River Crossings
Gary R. E. Beckstead,
Gary R. E. Beckstead
AGRA Earth & Environmental Limited
Search for other works by this author on:
Drum S. Cavers
Drum S. Cavers
AGRA Earth & Environmental Limited
Search for other works by this author on:
Gary R. E. Beckstead
AGRA Earth & Environmental Limited
Drum S. Cavers
AGRA Earth & Environmental Limited
Paper No:
IPC1996-1943, pp. 1287-1296; 10 pages
Published Online:
October 21, 2016
Citation
Beckstead, GRE, & Cavers, DS. "Stream Dynamics at Pipeline River Crossings." Proceedings of the 1996 1st International Pipeline Conference. Volume 2: Design, Construction, and Operation Innovations; Compression and Pump Technology; SCADA, Automation, and Measurement; System Simulation; Geotechnical and Environmental. Calgary, Alberta, Canada. June 9–13, 1996. pp. 1287-1296. ASME. https://doi.org/10.1115/IPC1996-1943
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