Article

Received 07.05.2024

Revised 29.08.2024

Accepted 27.09.2024

Retrieved from Iss. 116, P. 1, 2024

Pages 171 -194

Нarkusha, M. (2024). ANALYSIS OF EXCESSIVE KINETIC ENERGY OF WATER FLOW EXTINGUISHER DESIGNS. Automobile Roads and Road Construction, (116.1), 171-194. https://doi.org/10.33744/0365-8171-2024-116.1-171-194

ANALYSIS OF EXCESSIVE KINETIC ENERGY OF WATER FLOW EXTINGUISHER DESIGNS

Mykola Нarkusha

Road culverts are the most massive artificial structures on highways. It is worth to mention that the lower buffet of such structures works under difficult operating conditions, which are characterized by significant unevenness of the distribution of specific costs, high flow kinetics, saturation of the flow with bottom sediments, stones, debris, which causes erosion of the downstream of the structure and the destruction of the embankment and artificial buildings. It is possible to prevent the formation of dangerous forms of fluid movement in the downstream of road culverts made of metal corrugated structures by using engineering structures that make it possible to change the mechanism of movement and the speed structure of the flow behind the culvert, which can be achieved by installing an extinguisher of energy, which makes it possible to ensure equalization by the width of the discharge channel of costs, depths, speed and reduction of their pulsation. The article analyzes the designs of extinguishers of excessive kinetic energy of the water flow

breakwater wall, energy extinguisher, culvert, reliability, downstream
  1. Catchments & Creeks Pty Ltd. (n.d.). Retrieved from https://catchmentsandcreeks.com.au/.
  2. Chow, V.T. (1959). Open channel hydraulics. New York: McGraw-Hill.
  3. Tyagi, A., Ali, A., & Hamilton, M. (2015). Energy dissipation in a thirty-foot drop broken-back culvert under open-channel flow conditions. In Proceedings of the World environmental and water resources congress (pp. 1480-1488). doi: 10.1061/9780784479162.145.
  4. Zhang, C. (2023). Energy dissipation optimization for circular culverts. (Unpublished master's thesis, University of Nebraska, Lincoln, USA).
  5. Vischer, D.L. (1995). Energy dissipators. In D.L. Vischer & W.H. Hager (Eds.), Energy dissipators (pp. 9-21). Rotterdam: A.A. Balkema.
  6. Finnemore, E.J., & Franzini, J.B. (2002). Fluid mechanics with engineering applications (10th ed.). New York: McGraw-Hill.
  7. Virginia Department of Conservation and Recreation. (1992). Virginia erosion and sediment control handbook (3rd ed.). Retrieved from https://mostcenter.umd.edu/sites/default/files/2020-02/Virginia_Erosion_and_Sediment_Control_%20Handbook.pdf.
  8. Wiggert, J.M., Erfle, P.D., & Morris, H.M. (1971). Roughness elements as energy dissipators of free-surface flow in circular pipes. Highway Research Record, 373, 48-59.
  9. National Corrugated Steel Pipe Association. (2008). Corrugated steel pipe design manual. Dallas: National Corrugated Steel Pipe Association.
  10. MacDonald, T.C. (1967). Model studies of energy dissipators for large culverts (Hydraulic Engineering Laboratory Study HEL-13-5). Berkeley: University of California.
  11. Federal Emergency Management Agency. (2010). Technical manual: Outlet works energy dissipators – best practices for design, construction, problem identification and evaluation, inspection, maintenance, renovation, and repair (FEMA P-679). Washington, DC: FEMA.
  12. Federal Highway Administration. (2006). Hydraulic design of energy dissipators for culverts and channels (HEC No. 14). Washington, DC: U.S. Department of Transportation.
  13. Baston, C.R. (2000). Preliminary investigation of culvert outlet baffle block geometry and energy dissipation. (Master's thesis], West Virginia University, Morgantown, USA).
  14. West Virginia Department of Transportation. (2002). Effectiveness of West Virginia Department of Highways standard baffle design at culvert outlets (Final Report RP #142). Morgantown: West Virginia University.
  15. Onyshchenko, A.M., Kovalchuk, V.V., Harkusha, M.V., Tsyvin, M.N., Karnakov, I.A., & Moshkivskyi, R.V. (2023). Ensuring reliability and durability of hydraulic structures of transport construction with road culverts under operating conditions. Kyiv: Vydavnytstvo Liudmyla. doi: 10.32751/Mono_Zabez2023.
  16. Biliashevskyi, M.M., & Pyvovar, M.H. (1962). Calculation of bottom aprons for low-head gate spillways. Kyiv: Publishing House of the Academy of Sciences of the Ukrainian SSR.
  17. Sukhomel, H.Y. (1933). Hydraulics: Textbook for land reclamation engineering institutes. Kharkiv-Kyiv: Derzhsilhospvydav.
  18. Sukhomel, H.Y., & Zhuravel, I.V. (1935). Elementary hydraulics. Kharkiv-Dnipropetrovsk: Derzhsilhospvydav.
  19. Aristovskyi, V.V., & Slobodia, R.T. (1989). Stability of the banks of the Kakhovka Reservoir subjected to landslide and subsidence deformations. Kyiv: Publishing House of the Academy of Sciences of the Ukrainian SSR.
  20. Bolshakov, V.O. (1965). Hydraulic structures on highways. Moscow: Transport.
  21. Dadenkov, Yu.M., & Zubrii, P.Ye. (1961). Hydraulic calculations of open channels. Kyiv: Derzhbudvydav of the Ukrainian SSR.
  22. Bolshakov, V.O., & Kurganovych, A.A. (1966). Calculations of runoff and openings of small bridges and road culverts. Kyiv: Budivelnyk.
  23. Petrov, G.A. (1964). Hydraulics of variable mass. Fluid motion with changing discharge along the path. Kharkiv: Kharkiv State University.
  24. Lypa, I.Ye. (1962). Investigation of the reliability of stilling basins and the hydraulic structure of the flow behind them under different degrees of lower pool filling. (Abstract of doctoral dissertation, Kyiv, Ukraine).
  25. Kiienchuk, O.F. (1966). Energy dissipation in a wide lower pool of pressure-regulating structures of land reclamation systems. (Abstract of doctoral dissertation, Kyiv, Ukraine).
  26. Oliynyk, A.Ya. (1959). Conjugation of pools and calculation of apron protection for spillway dams with toothed sill on the stilling basin. (Abstract of doctoral dissertation, Kyiv, Ukraine).
  27. Eremenko, Ye.V. (1960). Hydraulic jump in trapezoidal prismatic channels and conjugate pools for single-span sluice regulators. (Abstract of doctoral dissertation, Kyiv, Ukraine).
  28. Lilitskyi, H.O. (1965). Application of energy dissipator in sudden expansion of the channel in the lower pool of a small artificial structure. Hydraulics: Interdepartmental Republican Scientific and Technical Collection, 1, 194-201.
  29. Dupliak, V.D., & Bondarenko, V.I. (1981). Determination of the height of the gate-distributing wall in the expanding lower pool. Hydraulics and Hydraulic Engineering: Republican Interdepartmental Scientific and Technical Collection, 32, 32-37.
  30. Kovshun, V.Ya. (1982). Velocity structure of the flow in the lower pool of a tubular drop with a terminal dissipator. Hydraulics and Hydraulic Engineering: Republican Interdepartmental Scientific and Technical Collection, 34, 19-26.
  31. Tsyvin, M.N., & Kolchenko, O.L. (1988). Feedback in planning an active hydraulic experiment. Hydraulics and Hydraulic Engineering: Republican Interdepartmental Scientific and Technical Collection, 47, 60-66.
  32. Uhyr, D.F. (2005). Energy dissipator of kinetic energy of water flow (Patent of Ukraine No. 9219). Kyiv.
  33. Central Research Institute of Transport Construction. (1967). Methodological guidelines for hydraulic calculation of slope culverts. Moscow: TsNIIS.
  34. State Road Service of Ukraine. (2007). Recommendations for optimizing the design of energy dissipators in the lower pools of road culverts (R A.2.1-218-02070915-706:2007). Kyiv: Ukravtodor.
  35. State Road Service of Ukraine. (2011). Guidelines to DSTU 9057:2020 for the design and arrangement of surface drainage structures on public highways. Kyiv: Ukravtodor.
  36. State Road Service of Ukraine. (2021). Album of drawings of structural solutions for corrugated metal structures and plastic pipes. Kyiv: Ukravtodor.

https://doi.org/10.33744/0365-8171-2024-116.1-171-194