Technical Papers
Jun 15, 2018

Ventilated Corner Baffles to Assist Upstream Passage of Small-Bodied Fish in Box Culverts

Publication: Journal of Irrigation and Drainage Engineering
Volume 144, Issue 8

Abstract

Standard box-culvert designs are similar to ancient designs. The acknowledgment of the ecological impact of culverts and road crossings on rivers has led to changes in culvert design guidelines. A small triangular corner baffle system was tested to assist upstream passage of small body-mass fish in box-culvert structures on a flat bed slope. The study was conducted in a near full–scale physical facility, which had a width of 0.5 m and a length of 12 m. The investigation presented a detailed characterization of the flow field. Tests showed that small-bodied fish preferred to swim in slow-velocity regions (i.e., in the baffles’ corner). The most effective baffles had heights comparable to fish length. A key outcome of the study is the adverse impact of strong flow reversal on small-bodied fish, because strong flow reversal may confuse small-bodied fish attempting upstream culvert passage. A remedial measure is the ventilation of baffles, tested successfully herein.

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Acknowledgments

The authors acknowledge the helpful assistance of Angela Arum, Michael Cheung, Thi My Tram (Stephanie) Ngo, and Eric Wu (University of Queensland, Australia) in collecting physical data and processing fish trajectories. The authors acknowledge the technical assistance of Jason Van Der Gevel and Stewart Matthews (University of Queensland), and the assistance of Dr. Jabin Watson and Prof. Craig Franklin (University of Queensland) with fish testing. Financial support through the Australian Research Council (Grant No. LP140100225) is acknowledged.

References

Abdelaziz, S. M., R. Jhanwar, M. D. Bui, and P. Rutschmann. 2011. “A numerical model for fish movement through culverts.” In Proc., 34th IAHR World Congress, edited by E. Valentine, C. Apelt, J. Ball, H. Chanson, R. Cox, R. Ettema, G. Kuczera, M. Lambert, B. Melville, and J. Sargison, 2736–2743. Brisbane, Australia: Engineers Australia Publication.
Anderson, G. B., M. C. Freeman, B. J. Freeman, C. A. Straight, M. M. Hagler, and J. T. Peterson. 2012. “Dealing with uncertainty when assessing fish passage through culvert road crossings.” Environ. Manage. 50 (3): 462–477. https://doi.org/10.1007/s00267-012-9886-6.
Behlke, C. E., D. L. Kane, R. F. McLeen, and M. T. Travis. 1991. Fundamentals of culvert design for passage of weak-swimming fish. Fairbanks, AK: Dept. of Transportation and Public Facilities.
Blank, M. D. 2008. “Advanced studies of fish passage through culverts: 1-D and 3-D hydraulic modelling of velocity, fish energy expenditure, and a new barrier assessment method.” Ph.D. thesis, Dept. of Engineering, Montana State Univ.
Briggs, A. S., and T. L. Galarowicz. 2013. “Fish passage through culverts in central Michigan warmwater streams.” North Am. J. Fish. Manage. 33 (3): 652–664. https://doi.org/10.1080/02755947.2013.788589.
Cabonce, J., R. Fernando, H. Wang, and H. Chanson. 2017. Using triangular baffles to facilitate upstream fish passage in box culverts: Physical modelling. Brisbane, Australia: Univ. of Queensland.
Cahoon, J. E., T. McMahon, A. Solcz, M. Blank, and O. Stein. 2007. Fish passage in Montana culverts: Phase II—passage goals. Montana Dept. of Transportation and US Dept. of Transportation.
Chanson, H. 2000. “Introducing originality and innovation in engineering teaching: The hydraulic design of culverts.” Eur. J. Eng. Educ. 25 (4): 377–391. https://doi.org/10.1080/03043790050200421.
Chanson, H. 2004. The hydraulics of open channel flow: An introduction, 630. 2nd ed. Oxford, UK: Butterworth-Heinemann.
Chorda, J., M. Larinier, and S. Font. 1995. Le Franchissement par les Poissons Migrateurs des Buses et Autres Ouvrages de Rétablissement des Ecoulements Naturels lors des Aménagements Routiers et Autoroutes. Etude Expérimentale. [In French.]. Toulouse, France: Groupe d’Hydraulique Appliquée aux Aménagements Piscicoles et à la Protection de l’Environnement, Service d’Etudes Techniques des Routes et Autoroutes.
Duguay, J., and R. W. J. Lacey. 2015. “Effect of fish baffles on the hydraulic roughness of slip-lined culverts.” J. Hydraul. Eng. 141 (1): 04014065. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000942.
Fairfull, S., and G. Witheridge. 2003. Why do fish need to cross the road? Fish passage requirements for waterway crossings. Cronulla, Australia: NSW Fisheries.
Goettel, M. T., J. F. Atkinson, and S. J. Bennett. 2015. “Behavior of western blacknose dace in a turbulence modified flow field.” Ecol. Eng. 74: 230–240. https://doi.org/10.1016/j.ecoleng.2014.10.012.
Henderson, F. M. 1966. Open channel flow. New York: MacMillan Publishers.
Herr, L. A., and H. G. Bossy. 1965. Capacity charts for the hydraulic design of highway culverts: Hydraulic engineering circular. Washington, DC: US Dept. of Transportation, Federal Highway Administration.
Hotchkiss, R. H., and C. M. Frei. 2007. Design for fish passage at roadway-stream crossings: Synthesis report. Washington, DC: Federal Highway Administration.
Januchowski-Hartley, S. R., M. Diebel, P. J. Doran, and P. B. McIntyre. 2014. “Predicting road culvert passability for migratory fishes.” Divers. Distrib. 20 (12): 1414–1424. https://doi.org/10.1111/ddi.2014.20.issue-12.
Katopodis, C., and R. Gervais. 2016. Fish swimming performance database and analyses. Ottawa: Canadian Science Advisory Secretariat, Fisheries and Oceans Canada.
Khodier, M. A., and B. P. Tullis. 2014. “Fish passage behavior for severe hydraulic conditions in baffled culverts.” J. Hydraul. Eng. 140 (3): 322–327. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000831.
Larinier, M. 2002. “Fish passage through culverts, rock weirs and estuarine obstructions.” Supplement, Bulletin Français de Pⓔche et Pisciculture 364 (S1): 119–134. https://doi.org/10.1051/kmae/2002097.
Olsen, A., and B. Tullis. 2013. “Laboratory study of fish passage and discharge capacity in slip-lined, baffled culverts.” J. Hydraul. Eng. 139 (4): 424–432. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000697.
Quadrio, J. 2007. “Passage of fish through drainage structures.” Queensland Roads 4: 6–17.
Schlichting, H. 1979. Boundary layer theory. 7th ed. New York: McGraw-Hill.
Wang, H., L. K. Beckingham, C. Z. Johnson, U. R. Kiri, and H. Chanson. 2016a. “Interactions between large boundary roughness and high inflow turbulence in open channel: A physical study into turbulence properties to enhance upstream fish migration.”. Brisbane, Australia: Univ. of Queensland.
Wang, H., and H. Chanson. 2017. How a better understanding of fish-hydrodynamics interactions might enhance upstream fish passage in culverts. Brisbane, Australia: Univ. of Queensland.
Wang, H., and H. Chanson. 2018. “Modelling upstream fish passage in standard box culverts: Interplay between turbulence, fish kinematics, and energetics.” River Res. Appl. 34 (3): 244–252. https://doi.org/10.1002/rra.v34.3.
Wang, H., H. Chanson, P. Kern, and C. Franklin. 2016b. “Culvert hydrodynamics to enhance upstream fish passage: Fish response to turbulence.” In Proc., 20th Australasian Fluid Mechanics Conf., edited by G. Ivey, T. Zhou, N. Jones, and S. Draper. Perth, WA, Australia: Australasian Fluid Mechanics Society.
Warren, M. L., Jr., and M. G. Pardew. 1998. “Road crossings as barriers to small-stream fish movement.” Trans. Am. Fish. Soc. 127 (4): 637–644. https://doi.org/10.1577/1548-8659(1998)127%3C0637:RCABTS%3E2.0.CO;2.
Williams, J. G., G. Armstrong, C. Katopodis, M. Larinier, and F. Travade. 2012. “Thinking like a fish: A key ingredient for development of effective fish passage facilities at river obstructions.” River Res. Appl. 28 (4): 407–417. https://doi.org/10.1002/rra.v28.4.

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 144Issue 8August 2018

History

Received: Dec 12, 2017
Accepted: Mar 21, 2018
Published online: Jun 15, 2018
Published in print: Aug 1, 2018
Discussion open until: Nov 15, 2018

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Authors

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Joseph Cabonce
Research Student, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia.
Hang Wang
Research Fellow, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia.
Professor in Hydraulic Engineering, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia (corresponding author). ORCID: https://orcid.org/0000-0002-2016-9650. Email: [email protected]

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