Technical Papers
Oct 31, 2012

Laboratory Study of Fish Passage and Discharge Capacity in Slip-Lined, Baffled Culverts

Publication: Journal of Hydraulic Engineering
Volume 139, Issue 4

Abstract

Culvert rehabilitation is a cost-effective alternative to culvert replacement for many applications where the culvert has reached the end of its useful life. When a profile-walled existing (host) culvert is relined with a smooth-walled pipe, the culvert flow velocities typically increase, the corresponding flow depths decrease, and the resulting flow conditions can create a potential barrier to fish passage. In an effort to provide some baseline data for fish passage through baffled culvert liners, fish passage behaviors of wild brown trout through prototype-scale 0.61-m-diameter, 18-m-long smooth-walled baffled and nonbaffled culverts were observed in the laboratory under a variety of culvert slopes and discharges. The baffles significantly increased the range of culvert slopes and discharges over which the fish could successfully pass. The baffled culvert hydraulic roughness coefficient (Manning’s n) increased 274% (approximately equivalent to corrugated metal pipe values) relative to the nonbaffled culvert.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

Funding for the project was provided by the Utah Department of Transportation (UDOT) and ISCO Industries.

References

American Iron and Steel Institute (AISI). (1999). Modern sewer design, 4th Ed., Washington, DC, 158.
Bainbridge, R. (1962). “Training, speed and stamina in trout.” J. Exp. Biol., 39, 537–555.
Bates, K., Barnard, B., Heiner, B., Klavas, J. P., and Powers, P. D. (2003). Design of road culverts for fish passage, Washington Dept. of Fish and Wildlife, Olympia, WA, 21–27.
Behlke, C. E., Kane, D. L., McLeen, R. F., and Travis, M. D. (1991). Fundamentals of culvert design for passage of weak-swimming fish, Alaska Dept. of Transportation and Public Facilities, Fairbanks, AK.
Belford, D. A., and Gould, W. (1989). “An evaluation of trout passage through six highway culverts in Montana.” N. Am. J. Fish. Manage., 9(4), 437–445.
Bell, M. C. (1986). Fisheries handbook of engineering requirements and biological criteria, U.S. Army Corps of Engineers, Fish Passage Development and Evaluation Program, North Pacific Division, Portland, OR, 51–176.
Hotchkiss, R. H., and Frei, C. M. (2007). Design for fish passage at roadway passage at roadway-stream crossings: Synthesis report, Federal Highway Administration, Washington, DC, 93–237.
ISCO Industries. (2011). “Flow characteristics.” 〈http://www.culvert-rehab.com/pdfs/2009_manual.pdf〉 (Jun. 6, 2011).
Lentsch, L., Converse, Y., and Perkins, J. (1997). Conservation agreement and strategy for Bonneville cutthroat trout in the State of Utah, Utah Dept. of Natural Resources Division of Wildlife Resources, Salt Lake City, UT.
Maine DOT. (2007). Fish passage policy and design guide, 1–3.
Morris, H. M. (1968). Hydraulics of energy dissipation in steep, rough channels, Bulletin 19, Research Division, Virginia Polytech Institute, Blacksburg, VA, 16–87.
Powers, P. D., and Orsborn, J. F. (1985). An investigation of the physical and biological conditions affection fish passage success at culverts and waterfalls, Albrook Hydraulics Laboratory, Dept. of Civil and Environmental Engineering, Pullman, WA.
Rajaratnam, N. (1989). “Hydraulics of culvert fishways. II: Slotted-weir culvert fishways.” Can. J. Civ. Eng., 16(3), 375–383.
Rajaratnam, N., and Katopodis, C. (1990). “Hydraulics of culvert fishways. III: Weir baffle culvert fishways.” Can. J. Civ. Eng., 17(4), 558–568.
Rajaratnam, N., Katopodis, C., and Fairbairn, M. A. (1990). “Hydraulics of culvert fishways. V: Alberta fish weirs and baffles.” Can. J. Civ. Eng., 17(6), 1015–1021.
Tillinger, T. N., and Stein, O. R. (1996). Fish passage through culverts in Montana: A preliminary investigation, Dept. of Civil Engineering, Montana State Univ., Bozeman, MT, 6–11.
Tullis, B. P., and Hollingshead, T. (2009). In-situ culvert rehabilitation: Synthesis study and field evaluation, Utah Water Research Laboratory, Logan, UT, 4–5.
U.S. Congress. (1973). Endangered Species Act of 1973, 〈http://www.fws.gov/endangered/esa-library/pdf/ESAall.pdf〉 (Apr. 5, 2012).
Watts, F. J. (1974). Design of culvert fishways, Water Resources Research Institute, Univ. of Idaho, Moscow, ID.
Webb, J. R., and Hotchkiss, R. H. (2009). Slip lined culvert retrofit and fish passage-Phase I draft, Utah Dept. of Transportation Research and Innovation Division, Salt Lake City, UT.

Information & Authors

Information

Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 139Issue 4April 2013
Pages: 424 - 432

History

Received: Apr 10, 2012
Accepted: Oct 29, 2012
Published online: Oct 31, 2012
Published in print: Apr 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

A. H. Olsen [email protected]
M.S. Research Assistant, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200. E-mail: [email protected]
B. P. Tullis [email protected]
M.ASCE
Associate Professor, Utah Water Research Laboratory, Dept. of Civil and Environmental Engineering, Utah State Univ., 8200 Old Main Hill, Logan, UT 84322-8200 (corresponding author). E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share