Have a personal or library account? Click to login
Turbulence intensity and spatial scales of turbulence after hydraulic jump over scour hole in rectangular channel Cover

Turbulence intensity and spatial scales of turbulence after hydraulic jump over scour hole in rectangular channel

Open Access
|Nov 2017

References

  1. Ali, H.M., Gendy, M.M.E., Mirdan, A.M.H., Ali, A.A.M., Abdelhaleem, F.S.F., 2014. Minimizing downstream scour due to submerged hydraulic jump using corrugated aprons. Ain Shams Engineering Journal, 5, 4, 1059-1069. DOI: 10.1016/j.asej.2014.07.007.10.1016/j.asej.2014.07.007
  2. Buffin-Bélanger, T., Roy, A.G., 2005. 1 min in the life of a river: Selecting the optimal record length for the measurement of turbulence in fluvial boundary layers. Geomorphology, 68, 1-2, 77-94. DOI: 10.1016/j.geomorph.2004.09.032.10.1016/j.geomorph.2004.09.032
  3. Czernuszenko, W., Holley, E.R., 2007. Open-channel turbulence measurements with a three-component acoustic Doppler velocimeter. Publs. Inst. Geophys. Pol. Acad. Sc., E-7 (401).
  4. Czernuszenko, W., Lebiecki, P., 1980. Turbulent characteristics of stream in open channel. Archiwum Hydrotechniki, 27, 1, 19-38. (In Polish.)
  5. Czernuszenko, W., Kozioł, A.P., Rowiński, P.M., 2007. Measurements of 3D turbulence structure in a compound channel. Arch. Hydroeng. Environ. Mech., 54, 1, 3-21. (In Polish.)
  6. Dargahi, B., 2003. Scour development downstream of a spillway. J. Hydraul. Res., 41, 417-426. DOI: 10.1080/00221680309499986.10.1080/00221680309499986
  7. Franca, M.J., Brocchini, M., 2015. Turbulence in Rivers. In Rivers-Physical, Fluvial and Environmental Processes. Springer International Publishing, pp. 51-78. DOI: 10.1007/978-3-319-17719-9_2.10.1007/978-3-319-17719-9_2
  8. Grinvald, D.I., Nikora, V.I., 1988. River Turbulence. Hydrometeoizdat, Leningrad, Russia.
  9. Kališ, J., 1961. Diminution de la turbulence derriere le ressaut. In: Rapport 111 IX Congres de IAHR, Dubrovnik.
  10. Kozioł, A.P., 2000. Longitudinal sizes of the largest eddies in the compound channel. Prz. Nauk. Wydz. Inż. Kształt. Środow., 18, 151-159. (In Polish.)
  11. Kozioł, A.P., 2008. Investigation of the time and spatial macroscale of turbulence in a compound channel. Acta Scientiarum Polonorum - Architectura, 7, 4, 15-23. (In Polish.)
  12. Kozioł, A.P., 2012. The Kolmogorov’s microscale eddies in a compound channel. Ann. Warsaw Univ. of Life Sci. - SGGW, Land Reclam., 44, 2, 121-132.10.2478/v10060-011-0068-7
  13. Kozioł, A.P., 2013. Three-dimensional turbulence intensity in a compound channel. J. Hydraul. Eng., 139, 8, 852-864. DOI: 10.1061/(ASCE)HY.1943-7900.0000739.10.1061/(ASCE)HY.1943-7900.0000739
  14. Kozioł, A.P., 2015. Scales of turbulent eddies in a compound channel. Acta Geophys., 63, 2, 514-32. DOI: 10.2478/s11600-014-0247-0.10.2478/s11600-014-0247-0
  15. Kozioł, A.P., Kubrak, J., 2015. Measurements of Turbulence Structure in a Compound Channel. In: Rowiński, P., Radecki-Pawlik, A. (Eds.): Rivers - Physical, Fluvial and Environmental Processes, GeoPlanet. Earth and Planetary Sciences. Springer International Publishing Switzerland, pp. 229-254. DOI: 10.1007/978-3-319-17719-9_10.10.1007/978-3-319-17719-9_10
  16. Kozioł, A., Urbański, J., Kiczko, A., Krukowski, K., Siwicki, P., 2016. Turbulent intensity and scales of turbulence after hydraulic jump in rectangular channel. Ann. Warsaw Univ. Life Sci. - SGGW, Land Reclam., 48, 2, 99-109. DOI: 10.1515/sggw-2016-0008.10.1515/sggw-2016-0008
  17. Kumin, D.I., 1956. Turbulentnost i gaszenie energii pri sopraženi b’efow. 55th ed. Izviestia VNIIG.
  18. Liu, M., Rajaratnam, N., Zhu, D.Z., 2004. Turbulence Structure of Hydraulic Jumps of Low Froude Numbers. J. Hydraul. Eng., 130, 6, 511-520. http://dx.doi.org/10.1061/(ASCE)0733-9429(2004)130:6(511).10.1061/(ASCE)0733-9429(2004)130:6(511)
  19. Mazurczyk, A., 2007. Scales of turbulence in compound channels withtrees on floodplains. Publs. Inst. Geophys. Pol. Acad. Sc., E-6(390), 1-8.
  20. McLean, S.R., Smith, J.D., 1979. Turbulence measurements in the boundary layer over a sand wave field. J. Geophys. Res., 84, 12, 7791-7808.10.1029/JC084iC12p07791
  21. Nezu, I., Nakagawa, H., 1993. Turbulence in Open-Channel Flows. IAHR Monograph. Balkema, Rotterdam, The Netherlands, 1-281.
  22. Nikora, V.I., 1985. On the turbulence structure of river flows with sandwave bottom. Meteorol. Gidrol., 6, 98-103.
  23. Nikora, V.I., 2007. 3 Hydrodynamics of gravel-bed rivers: scale issues. Dev Earth Surf Process, 11, 61-81.10.1016/S0928-2025(07)11113-5
  24. Nikora, V.I., Smart, G.M., 1997. Turbulence characteristics of New Zealand gravel-bed rivers. J. Hydraul. Eng., 123, 9, 764-773. DOI: 10.1061/(ASCE)0733-9429(1997)123:9(764).10.1061/(ASCE)0733-9429(1997)123:9(764)
  25. Nikora, V.I., Rowiński, P., Sukhodolov, A., Krasuski, D., 1994. Structure of river turbulence behind warm-water discharge. J. Hydraul. Eng., 120, 2, 191-208. DOI: 10.1061/(ASCE)0733-9429(1994)120:2(191).10.1061/(ASCE)0733-9429(1994)120:2(191)
  26. Oliveto, G., Comuniello, V., 2009. Local scour downstream of positive-step stilling basins. J. Hydraul Eng., 135, 10, 846-851. DOI: 10.1061/(ASCE)HY.1943-7900.0000078.10.1061/(ASCE)HY.1943-7900.0000078
  27. Oliveto, G., Comuniello, V., Bulbule, T., 2011. Timedependent local scour downstream of positive-step stilling basins. J. Hydraul Res., 49, 1, 105-112. DOI: 10.1080/00221686.2010.538593.10.1080/00221686.2010.538593
  28. Pagliara, S., Palermo, M., 2013. Rock grade control structures and stepped gabion weirs: Scour analysis and flow features. Acta Geophys., 61, 1, 126-150. DOI: 10.2478/s11600-012-0066-0.10.2478/s11600-012-0066-0
  29. Pagliara, S., Lotti, I., Palermo, M., 2008. Hydraulic jump on rough bed of stream rehabilitation structures. Journal of Hydro-Environment Research, 2, 1, 29-38. DOI: 10.1016/j.jher.2008.06.001.10.1016/j.jher.2008.06.001
  30. Rowiński, P.M., Mazurczyk, A., 2006. Turbulent characteristics of flows through emergent vegetation. In: Ferreira, R., Alves, E., Leal, J., Cardoso, A. (Eds.): River Flow 2006. Taylor & Francis Group, London.10.1201/9781439833865.ch64
  31. Rowiński, P., Czernuszenko, W., Kozioł, A.P., Kuśmierczuk, K., Kubrak, J., 1998. Longitudinal turbulence characteristics in a compound channel under various roughness conditions. In: Proc. 3rd Int. Conf. on Hydro-Science and -Engineering, Cottbus/Berlin, Germany.
  32. Rowiński, P.M., Czernuszenko, W., Kozioł, A.P., Kubrak, J., 2002. Properties of a streamwise turbulent flow field in an open two-stage channel. Arch. Hydroeng. Environ. Mech., 49, 2, 37-57.
  33. Sanjou, M., Nezu, I., Suzuki, S., Itai, I., 2010. Turbulence structure of compound open-channel flows with one-line emergent vegetation. Journal of Hydrodynamics, Ser. B, 22, 5, 577-581. DOI: 10.1016/S1001-6058(09)60255-9.10.1016/S1001-6058(09)60255-9
  34. Shiono, K., Knight, D.W., 1991. Turbulent open-channel flows with variable depth across the channel. J. Fluid Mech., 222, 617-646. DOI: 10.1017/S0022112091001246.10.1017/S0022112091001246
  35. Siniscalchi, F., Nikora, V.I. Aberle, J., 2012. Plant patch hydrodynamics in streams: Mean flow, turbulence, and drag forces. Water Resour. Res., 48, 1, W01513. DOI: 10.1029/2011WR011050.10.1029/2011WR011050
  36. Urbański, J., 2006. Investigation of turbulence intensity of stream below hydraulic jump on the dam model. In: Problemy Hydrotechniki - Modelowanie i hydroinformatyka oraz wybrane zagadnienia ochrony przeciwpowodziowej. Dolnośląskie Wydawnictwo Edukacyjne, Wrocław, Poland, pp. 363-370. (In Polish.)
  37. Urbański, J., 2008. Influence of turbulence of flow on sizes local scour on weir model. Acta Sci. Pol., 7, 2, 3-12. (In Polish.)
  38. Urbański, J., 2010. Distributions of flow velocities on the length of local scour in downstream on weir model. Scientific Review - Engineering and Environmental Sciences, 47, 1, 34-42. (In Polish.)
  39. Urbański, J., 2012. Verification of criteria for determining the length of bed protection in downstream of the weir. Scientific Review - Engineering and Environmental Sciences, 55, 55, 18-26. (In Polish.)
  40. Wu, S., Rajaratnam, N., 1996. Transition from hydraulic jump to open channel flow. J. Hydraul. Eng., 122, 9, 526-528. DOI: 10.1061/(ASCE)0733-9429(1996)122:9(526).10.1061/(ASCE)0733-9429(1996)122:9(526)
  41. Yokosi, S., 1967. The structure of river turbulence. Bull. Dis. Prev. Res. Inst., Kyoto, Japan, 17, 2, 1-29.
DOI: https://doi.org/10.1515/johh-2017-0026 | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 385 - 394
Submitted on: Feb 23, 2016
|
Accepted on: Nov 25, 2016
|
Published on: Nov 7, 2017
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2017 Adam Kozioł, Janusz Urbański, Adam Kiczko, Marcin Krukowski, Piotr Siwicki, Marek Kalenik, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.