Technical Papers
Mar 25, 2024

Near-Full-Scale Hydraulic Modeling of Fish-Friendly Culvert with Full-Height Sidewall Baffles

Publication: Journal of Hydraulic Engineering
Volume 150, Issue 4

Abstract

The adoption of baffles is relatively common in the construction of culverts, to assist with the upstream passage of migrating fish species. However, there still is a lack of systematic studies of the complicated hydraulic conditions induced by the baffles to optimize the designs. Herein, near-full-scale physical modeling was performed, focusing on the oscillation and instability of open-channel flow in a fish-friendly culvert equipped with full-height sidewall baffles. High-resolution measurements of the instantaneous flow velocity were obtained using an acoustic Doppler velocimeter. The physical results were marked by the existence of some low-frequency oscillations. A triple decomposition technique was applied to the free-surface and velocity time series. The low-pass components confirmed a unique flow structure, consisting of a high-velocity zone in the main channel and a low-velocity flow reversal within the lateral cavities. The band-pass components corresponded to the low-frequency flow oscillations, highlighting the complicated transverse interactions between the lateral cavity and the main channel. The high-pass velocity components were related to the true turbulence characteristics. This study provides a quantitative data set in support of the sustainable design of culverts to assist with upstream fish migration in artificial and natural fast waterways.

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Data Availability Statement

All data, models, or code that support the findings of this study are available from the corresponding author upon reasonable request.

Acknowledgments

The authors thank Dr. Carlos Gonzalez (Queensland Department of Transport and Main Roads), Professor Richard Brown Queensland University of Technology (QUT) and Dr. Hang Wang (Sichuan University) for some helpful comments. The authors acknowledge Jason Van Der Gevel and Stewart Matthews (The University of Queensland) for their technical assistance. The financial support of the Australian Research Council (Grant DP190103379) and Apiary Financial (Grantor RE333704) is greatly acknowledged.

References

British Standards Institution. 1943. Flow measurement. BS 1042:1943. London: British Standards Institution.
Brown, R., and H. Chanson. 2013. “Turbulence and suspended sediment measurements in an urban environment during the Brisbane river flood of January 2011.” J. Hydraul. Eng. 139 (2): 244–253. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000666.
Cabonce, J., R. Fernando, H. Wang, and H. Chanson. 2019. “Using small triangular baffles to facilitate upstream fish passage in standard box culverts.” Environ. Fluid Mech. 19 (1): 157–179. https://doi.org/10.1007/s10652-018-9604-x.
Cahoon, J. E., T. Mcmahon, A. Solcz, M. Blank, and O. Stein. 2007. Fish passage in Montana culverts: Phase II—Passage goals. Washington, DC: Montana DOT.
Chanson, H. 2004. The hydraulics of open channel flow: An introduction. 2nd ed. Oxford, UK: Butterworth-Heinemann.
Chanson, H., and C. Gualtieri. 2008. “Similitude and scale effects of air entrainment in hydraulic jumps.” J. Hydraul. Res. 46 (1): 35–44. https://doi.org/10.1080/00221686.2008.9521841.
Chanson, H., and X. Leng. 2021. “Fish swimming in turbulent waters.” In Hydraulics guidelines to assist upstream fish passage in box culverts. London: CRC Press.
Cote, A. J., and P. W. Webb. 2015. “Living in a turbulent world—A new conceptual framework for the interactions of fish and eddies.” Integr. Comp. Biol. 55 (4): 662–672. https://doi.org/10.1093/icb/icv085.
Duguay, J., and R. W. J. Lacey. 2014. “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.
Duguay, J. M., R. W. J. Lacey, and T. Castro-Santos. 2019. “Influence of baffles on upstream passage of brook trout and brown trout in an experimental box culvert.” Can. J. Fish. Aquat. Sci. 76 (Jun): 28–41. https://doi.org/10.1139/cjfas-2017-0453.
Dutton, L., C. Russell, and D. Johannsson. 2021. “Solving a biological problem with a hydraulic solution–Fish passage.” In Proc., Engineering, Innovation, and Technology Forum, 22. Brisbane, QLD, Australia: QLD Dept. of Transport and Main Roads.
Enders, E. C., T. Castro-Santos, and R. W. J. Lacey. 2017. “The effects of horizontally and vertically oriented baffles on flow structure and ascent performance of upstream-migrating fish.” J. Ecohydraul. 2 (1): 38–52. https://doi.org/10.1080/24705357.2017.1288555.
Felder, S., and H. Chanson. 2014. “Triple decomposition technique in air–water flows: Application to instationary flows on a stepped spillway.” Int. J. Multiphase Flow 58 (Jan): 139–153. https://doi.org/10.1016/j.ijmultiphaseflow.2013.09.006.
Fox, J. F., A. N. Papanicolaou, and L. Kjos. 2005. “Eddy taxonomy methodology around submerged barb obstacle within a fixed rough bed.” J. Eng. Mech. 131 (10): 1082–1101. https://doi.org/10.1061/(ASCE)0733-9399(2005)131:10(1082).
Goring, D. G., and V. I. Nikora. 2002. “Despiking acoustic Doppler velocimeter data.” J. Hydraul. Eng. 128 (1): 117–126. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:1(117).
Hill, D. F. 2014. “Simple model for the recirculation velocity of open-channel embayments.” J. Hydraul. Eng. 140 (4): 06014004. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000837.
Hu, J., Y. Li, and H. Chanson. 2022. “Near-full-scale physical modelling and open-channel flow velocity in a fish-friendly culvert with full-height sidewall baffles.” In Proc., 9th IAHR Int. Symp. on Hydraulic Structures ISHS2022, 411–420. Logan, UT: Utah State Univ.
Hussain, A. K. M. F., and W. C. Reynolds. 1972. “The mechanics of an organized wave in turbulent shear flow. Part 2. Experimental results.” J. Fluid Mech. 54 (2): 241–261. https://doi.org/10.1017/S0022112072000667.
Jones, P. E., J. C. Svendsen, L. Borger, T. Champneys, S. Consuegra, J. A. H. Jones, and C. Garcia de Leaniz. 2020. “One size does not fit all: Inter- and intraspecific variation in the swimming performance of contrasting freshwater fish.” Conserv. Physiol. 8 (1): 1–12. https://doi.org/10.1093/conphys/coaa126.
Kimura, I., and T. Hosoda. 1997. “Fundamental properties of flows in open channels with dead zone.” J. Hydraul. Eng. 123 (2): 98–107. https://doi.org/10.1061/(ASCE)0733-9429(1997)123:2(98).
Leng, X., and H. Chanson. 2020a. “Asymmetrical wall baffles to assist upstream fish passage in box culvert: Physical modeling.” J. Irrig. Drain. Eng. 146 (12): 04020037. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001514.
Leng, X., and H. Chanson. 2020b. “How full-height sidewall baffles affect box culvert capacity: Balancing fish passage and discharge requirements.” Australas. J. Water Resour. 24 (2): 248–256. https://doi.org/10.1080/13241583.2020.1824367.
Li, Y., and H. Chanson. 2020. “Hydrodynamic instabilities in open-channel flow past lateral cavities.” In Proc., 22nd Australasian Fluid Mechanics Conf. AFMC2020. Brisbane, QLD, Australia: Univ. of Queensland.
Liggett, J. A. 1975. “Basic equations of unsteady flow.” In Unsteady flow in open channels, 29–62. San Francisco: Water Resources Publications.
Marsden, T. 2015. Common rail proof of concept and baffle field trial assessment report. Geneva: Australasian Fish Passage Services.
Mizumura, K., and M. Yamasaka. 2002. “Flow in open-channel embayment.” J. Hydraul. Eng. 128 (12): 1098–1101.
Mori, N., T. Suzuki, and S. Kakuno. 2007. “Noise of acoustic Doppler velocimeter data in bubbly flows.” J. Eng. Mech. 133 (1): 1–4. https://doi.org/10.1061/(ASCE)0733-9399(2007)133:1(122).
Nikora, V. I., J. Aberle, B. J. F. Biggs, I. G. Jowett, and J. R. E. Sykes. 2003. “Effects of fish size, time-to-fatigue and turbulence on swimming performance: A case study of Galaxias maculates.” J. Fish Biol. 63 (6): 1365–1382. https://doi.org/10.1111/j.1095-8649.2003.00241.x.
Pavlov, D. S., A. I. Lupandin, and M. A. Skorobogatov. 1994. “Influence of flow turbulence on critical flow velocity for gudgeon (Gobio gobio).” Doklady Biol. Sci. 336 (1): 215–217.
Pfister, M., and W. H. Hager. 2014. “History and significance of the Morton number in hydraulic engineering.” J. Hydraul. Eng. 140 (5): 02514001. https://doi.org/10.1061/(ASCE)HY.1943-7900.0000870.
Rajaratnam, N., C. Katopodis, and S. Lodewyk. 1991. “Hydraulics of culvert fishways IV: Spoiler baffle culvert fishways.” Can. J. Civ. Eng. 18 (1): 76–82. https://doi.org/10.1139/l91-010.
Rouse, H. 1938. Fluid mechanics for hydraulic engineers. New York: McGraw-Hill.
Suara, K., R. Brown, and H. Chanson. 2019. “Characteristics of flow fluctuations in a tide-dominated estuary: Application of triple decomposition technique.” Estuarine Coastal Shelf Sci. 218 (Jun): 119–130. https://doi.org/10.1016/j.ecss.2018.12.006.
Trevethan, M., H. Chanson, and R. Brown. 2008. “Turbulence characteristics of a small subtropical estuary during and after some moderate rainfall.” Estuarine Coastal Shelf Sci. 79 (4): 661–670. https://doi.org/10.1016/j.ecss.2008.06.006.
Tuna, B. A., E. Tinar, and D. Rockwell. 2013. “Shallow flow past a cavity: Globally coupled oscillations as a function of depth.” Exp. Fluids 54 (Aug): 1586. https://doi.org/10.1007/s00348-013-1586-3.
Valentine, E. M., and I. R. Wood. 1979. “Experiments in longitudinal dispersion with dead zones.” J. Hydraul. Div. 105 (8): 999–1016. https://doi.org/10.1061/JYCEAJ.0005265.
Wahl, T. L. 2003. “Discussion of ‘Despiking acoustic doppler velocimeter data’ by Derek G. Goring and Vladimir I. Nikora.” J. Hydraul. Eng. 129 (6): 484–487. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:6(484).
Wang, H., S. Felder, and H. Chanson. 2014. “An experimental study of turbulent two-phase flow in hydraulic jumps and application of a triple decomposition technique.” Exp. Fluids 55 (7): 1775. https://doi.org/10.1007/s00348-014-1775-8.

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Published In

Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 150Issue 4July 2024

History

Received: May 4, 2023
Accepted: Jan 3, 2024
Published online: Mar 25, 2024
Published in print: Jul 1, 2024
Discussion open until: Aug 25, 2024

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Research Student, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia. ORCID: https://orcid.org/0000-0003-4295-7217
Research Fellow, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia (corresponding author). ORCID: https://orcid.org/0000-0002-4281-5457. Email: [email protected]
Professor in Hydraulic Engineering, School of Civil Engineering, Univ. of Queensland, Brisbane, QLD 4072, Australia, ORCID: https://orcid.org/0000-0002-2016-9650. Email: [email protected]

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