The article presents the results of pilot hydraulic studies of the models of culvert facilities from steel corrugated structures (MCS) with normal (MCP) and a coil-wound (CMCP) corrugations of different sizes at their transient operational states (semi- and partial-pressure heads) with various bottom designs (without a flume at the bottom, a smooth flume, and gravel dumping). Influence of vortex funnel arising upstream of the MCPand CMCP under the extreme conditions of floods or significantly high water levels on the operational stability of the culvert junction in the partial-pressure head mode is studied. Recommendations have been made regarding establishing the length of the terminal free-flow section in the partial-pressure head mode of operation of the MCP and CMCP of various modifications and calculating their throughput capacity.
Similar content being viewed by others
References
V. I. Altunin, O. N. Chernikh and A. V. Burlachenko, “Hydraulic resistance of corrugated metal culvert pipes with elevated abrasive resistance,” Power Technol. Eng., 50(4), 385 – 390 (2016).
V. I. Altunin, O. N. Chernikh, “Hydraulik resistance of a helially corrugated metal pipe culvert,” Power Technol. Eng., 50(2), 125 – 129 (2016).
Hydraulic Design of Highway Culverts, U.S. Department of Transportation, Hydraulic design series, April, 2012, No. 1, Third edition, Publication No. FHWA-HIF-12-026.
C. Katopodis, “Developing a toolkit for fish passage, ecological flow management and fish habitat works,” J. Hydraul. Res., 43(5), 451 – 467 (2005).
Manning’s n Values History of Research. Design data 10, American concrete pipe association, 222 W. Las Colinas Blvd., Suite 641, Irving, TX 75039.
ODOT Hydraulics Manual, April 2014.
C. R. Neill, Guide to Bridge Hydraulics. 2nd Edition, Transportation Association of Canada (2001).
T. A. Suetina, O. N. Chernykh and A. V. Burlachenko, “Hydraulic calculation features of helically corrugated steel culverts,” in: IOP Conference Series: Materials Science and Engineering, VII International Symposium Actual Problems of Computational Simulation in Civil Engineering 1 – 8 July 2018, Vol. 456, Sect. 4 31, Novosibirsk, Russia, December (2018).
M. McEnroe Bruce, D. Ph., and P. E. Travis R., Malone Hydraulic resistance of small-diameter helically corrugated metal pipe: Report No. K-Tran. KU-07-5. Final report, Kansas department of transportation, University of Kansas Lawrence, Kansas, Jan. (2008).
Hydraulic Loss Coefficients for Culverts, Transportation Research Board, Washington, D.C. (2012).
Decision Analysis Guide for Corrugated Metal Culvert Rehabilitation and Replacement Using Trenchless Technology, United States Department of Agriculture, Forest Service, National Technology & Development Program, 7700 — Transportation Mgmt, 1177 1810— SDTDC, December (2012).
T. A. Suetina, O. N. Chernykh, A. V. Burlachenko, and D. D. Koroteev, “Hydraulic parameters of culverts from pipes with normal and spiral form of corrugation,” in: International Conference on Engineering Systems 2020, J. Phys.: Conf. Ser. 1687 (2020).
Federal Lands Highway. Project Development and Design Manual, Publication No. FHWA-DF-88-003. Ch. 7 Hydrology and Hydraulics, June 1996, Metric Revision, U.S. Department of Transportation.
O. N. Chernykh, T. A. Suetina, and A. V. Burlachenko, Scientific Basis for Improving the Methods of Hydraulic Calculation of Road Corrugated Metal Pipes [in Russian], izd. MADI, Moscow (2020).
Recommendations for the Design and Construction of Culverts from Metal Corrugated Structures on Public Roads, Taking into Account Regional Conditions (Road-Climatic Zones) [in Russian], FDA (ROSAVTODOR), Moscow (2009).
N. V. Khanov, A. V. Burlachenko, “Hydraulic aspects of ensuring reliable and safe operation of tubular culverts made of corrugated metal,” Prirodoobustroistvo, No. 5, 32 – 40 (2016).
O. N. Chernykh, A. V. Burlachenko, “Hydraulic substantiation of the optimal type of tubular crossings on spawning watercourses,” Prirodoobustroistvo, No. 5, 70 – 75 (2019).
Service life of culverts. NCHRT. Synthesis of Highway Practice 474, Tasportation Research Board of the National Academies, Washington (2015).
Author information
Authors and Affiliations
Corresponding author
Additional information
Translated from Gidrotekhnicheskoe Stroitel’svo, No. 3, March 2022, pp. 8 – 14. DOI: https://doi.org/10.34831/EP.2022.39.99.002
Rights and permissions
Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.
About this article
Cite this article
Suetina, T.A., Burlachenko, A.V. & Chernykh, O.N. Aspects of Transient Flow Modes in Corrugated Metal Pipe Culverts with Various Bottom Designs. Power Technol Eng 56, 363–368 (2022). https://doi.org/10.1007/s10749-023-01521-z
Published:
Issue Date:
DOI: https://doi.org/10.1007/s10749-023-01521-z