Technical Notes
Mar 17, 2022

Harmonic Function for 3D Warped Transition Geometry and Its Practical Use

Publication: Journal of Irrigation and Drainage Engineering
Volume 148, Issue 6

Abstract

A transition is typically required in irrigation canals, laboratory flumes and many other waterways. The warped type transition (WTT) is the preferred link structure between a small rectangular and relatively large trapezoidal channel section. However, the best method of determining the WTT geometry still requires evaluation. This paper provides an analytical function for the three-dimensional (3D) WTT geometry. This was achieved by solving a Dirichlet problem for Laplace’s equation. The boundary conditions in the problem were chosen based on guidelines and recommendations from earlier studies of transitions. Solving the problem analytically yields a harmonic function. The geometry given by this function guarantees a streamlined rectangular-trapezoidal link and avoids sharp corners. The streamlined transition would work to reduce flow separation and head loss. This paper contributes to the development of a new method for fabricating WTT with precision and repeatability. The harmonic function can generate geometrical data as essential input for laboratory-scale and field-scale WTTs and can aid in the construction of a three-dimensional model for use in computational fluid dynamic models.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

This study was funded by the National Sciences and Engineering Research Council of Canada through Discovery Grants held by S. Li. Rui Zeng helped edit the Video_S1.mov file. The author thanks the anonymous reviewers for their helpful comments.

References

Asnaashari, A., A. A. Akhtari, A. A. Dehghani, and H. Bonakdari. 2016. “Experimental and numerical investigation of the flow field in the gradual transition of rectangular to trapezoidal open channels.” Eng. Appl. Comput. Fluid Mech. 10 (1): 273–283. https://doi.org/10.1080/19942060.2016.1149102.
Charbeneau, R. J., A. D. Henderson, R. C. Murdock, and L. C. Sherman. 2002. Hydraulics of channel expansions leading to low-head culverts. Rep. No. FHWA/TX-03/2109-1. Austin, TX: Univ. Texas at Austin.
Chaturvedi, R. S. 1963. “Expansive subcritical flow in open channel transitions.” J. Inst. Eng. Civ. Eng. Div. India 43 (May): 447–487.
Chow, V. T. 1959. Open channel hydraulics. New York: McGraw-Hill.
Henderson, F. M. 1966. Open channel flow. Upper Saddle River, NJ: Prentice-Hall.
Hinds, J. 1928. “The hydraulic design of flume and siphon transitions.” Proc. Am. Soc. Civ. Eng. 92 (1): 1423–1459. https://doi.org/10.1061/TACEAT.0003911.
Ippen, A. T. 1949. “Channel transitions and controls.” In Proc., Fourth Hydraulics Conf., edited by H. Rouse, 496–588. Iowa City, IA: Iowa Institute of Hydraulic Research.
Li, S. S., D. R. Thapa, and A. S. Ramamurthy. 2019. “Using vanes to reduce flow separation and head loss in warped transition.” J. Irrig. Drain. Eng. 145 (2): 04018042. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001368.
Montes, S. 1998. Hydraulics of open channel flow. Reston, VA: ASCE Press.
Ramamurthy, A. S., D. R. Thapa, and S. S. Li. 2017. “Experimental study of flow past a warped transition.” J. Irrig. Drain. Eng. 143 (8): 04017022. https://doi.org/10.1061/(ASCE)IR.1943-4774.0001200.
Scobey, F. C. 1933. The flow of waters in flumes. Washington, DC: USDA.
Simmons, W. P. 1963. “Inlet and outlet transitions for canals and culverts.” In Proc., 12th Annual Hydraulics Division Conf. of the ASCE. Reston, VA: ASCE.
Swamee, P. K., and B. C. Basak. 1992. “Design of trapezoidal expansive transitions.” J. Irrig. Drain. Eng. 118 (1): 61–73. https://doi.org/10.1061/(ASCE)0733-9437(1992)118:1(61).
Thapa, D. R., S. S. Li, and A. S. Ramamurthy. 2018. “Experimental study of flow characteristics in wedge and modified wedge transitions.” J. Hydraul. Eng. 144 (8): 04018043. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001487.
USACE. 1991. Hydraulic design of flood control channels. EM 1110-2-1601. Washington, DC: USACE.
Vittal, N., and V. V. Chiranjeevi. 1983. “Open channel transitions: Rational method of design.” J. Hydraul. Eng. 109 (1): 99–115. https://doi.org/10.1061/(ASCE)0733-9429(1983)109:1(99).

Information & Authors

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Go to Journal of Irrigation and Drainage Engineering
Journal of Irrigation and Drainage Engineering
Volume 148Issue 6June 2022

History

Received: Jun 4, 2021
Accepted: Jan 11, 2022
Published online: Mar 17, 2022
Published in print: Jun 1, 2022
Discussion open until: Aug 17, 2022

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Authors

Affiliations

Professor, Dept. of Building, Civil and Environmental Engineering, Concordia Univ., 1455 de Maisonneuve Blvd. W., Montreal, QC, Canada H3G 1M8. ORCID: https://orcid.org/0000-0001-9853-8869. Email: [email protected]

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