Have a personal or library account? Click to login
Velocity profiles and turbulence intensities around side-by-side bridge piers under ice-covered flow condition Cover

Velocity profiles and turbulence intensities around side-by-side bridge piers under ice-covered flow condition

Open Access
|Feb 2020

References

  1. Ahmed, F., Rajaratnam, N., 1998. Flow around bridge piers. Journal of Hydraulic Engineering, 124, 3, 288–300.10.1061/(ASCE)0733-9429(1998)124:3(288)
  2. Ataie-Ashtiani, B., Aslani-Kordkandi, A., 2012. Flow field around side-by-side piers with and without a scour hole. European Journal of Mechanics-B/Fluids, 36, 152–166.10.1016/j.euromechflu.2012.03.007
  3. Beheshti, A.A., Ataie-Ashtiani, B., 2009. Experimental study of three-dimensional flow field around a complex bridge pier. Journal of Engineering Mechanics, 136, 2, 143–154.10.1061/(ASCE)EM.1943-7889.0000073
  4. Beltaos, S., 2007. River ice breakup processes: recent advances and future directions. Canadian Journal of Civil Engineering, 34, 6, 703–716.10.1139/l06-021
  5. Dey, S., Raikar, R., 2007. Clear-water scour at piers in sand beds with an armour layer of gravels. Journal of Hydraulic Engineering, 133, 703–711.10.1061/(ASCE)0733-9429(2007)133:6(703)
  6. Ettema, R., Braileanu, F., Muste, M., 2000. Method for estimating sediment transport in ice-covered channels. Journal of Cold Regions Engineering, 14, 3, 130–144.10.1061/(ASCE)0887-381X(2000)14:3(130)
  7. Ettema, R., Melville, B.W., Constantinescu, G., 2011. Evaluation of bridge scour research: Pier scour processes and predictions. Transportation Research Board of the National Academies, Washington, DC.
  8. Fugate, D.C., Friedrichs, C.T., 2002. Determining concentration and fall velocity of estuarine particle populations using ADV, OBS and LISST. Continental Shelf Research, 22, 11–13, 1867–1886.10.1016/S0278-4343(02)00043-2
  9. Golden Software, 1999. Surfer User’s Guide: Contouring and 3D Surface Mapping for Scientists and Engineers. Golden Software, Inc., 809, 14th Street, Golden, CO 80401-1866.
  10. Graf, W., Istiarto, W., 2002. Flow pattern in the scour hole around a cylinder. Journal of Hydraulic Research, 40, 1, 13–20.10.1080/00221680209499869
  11. Galan, A., Simarro, G., Fael, C., Cardoso, A.H., 2019. Clear water scour at submerged pile groups. International Journal of River Basin Management, 17, 1, 101–108.10.1080/15715124.2018.1446964
  12. Gautam, P., Eldho, T.I., Mazumder, B.S., Behera, M.R., 2019. Experimental study of flow and turbulence characteristics around simple and complex piers using PIV. Experimental Thermal and Fluid Science, 100, 193–206.10.1016/j.expthermflusci.2018.09.010
  13. Hafez, Y.I., 2016. Mathematical modeling of local scour at slender and wide bridge piers. Journal of Fluids, Article ID 4835253. http://dx.doi.org/10.1155/2016/4835253.10.1155/2016/4835253
  14. Hains, D.B., Zabilansky L., 2004. Laboratory test of scour under ice: data and preliminary results. Cold Regions Research and Engineering Laboratory, ERDC/CRREL TR-04-09, Hanover, NH, USA.
  15. Hirshfield, F., 2015. The impact of ice conditions on local scour around bridge piers. PhD Thesis. University of Northern British Columbia, Prince George.
  16. Hodi, B., 2009. Effect of blockage and densimetric froude number on circular bridge pier scour. M.A.Sc. Thesis. Department of Civil and Environmental Engineering, Faculty of Engineering, University of Windsor, Windsor, Ont.
  17. Kumar, A., Kothyari, U.C., 2011. Three-dimensional flow characteristics within the scour hole around circular uniform and compound piers. Journal of Hydraulic Engineering, 138, 5, 420–429.10.1061/(ASCE)HY.1943-7900.0000527
  18. Melville, B.W., Sutherland, A.J., 1988. Design method for local scour at bridge piers. Journal of Hydraulic Engineering, 114, 10, 1210–1226.10.1061/(ASCE)0733-9429(1988)114:10(1210)
  19. Melville, B.W., Chiew, Y.M., 1999. Time scale for local scour at bridge piers. Journal of Hydraulic Engineering, 125, 1, 59–65.10.1061/(ASCE)0733-9429(1999)125:1(59)
  20. Melville, B.W., Coleman, S.E., 2000. Bridge Scour. Water Resources Publication.
  21. Muste, M., Braileanu, F., Ettema, R., 2000. Flow and sediment transport measurements in a simulated ice-covered channel. Water Resources Research, 36, 9, 2711–2720.10.1029/2000WR900168
  22. Namaee, M.R., Sui, J., Whitcombe, T., 2017. A revisit of different models for flow resistance in gravel-bed rivers and hydraulic flumes. International Journal of River Basin Management, 15, 3, 277–286.10.1080/15715124.2017.1287710
  23. Namaee, M.R., Sui, J., 2019a. Impact of armour layer on the depth of scour hole around side-by-side bridge piers under ice-covered flow condition. Journal of Hydrology and Hydromechanics, 67, 3, 240–251.10.2478/johh-2019-0010
  24. Namaee, M.R., Sui, J., 2019b. Local scour around two side-byside cylindrical bridge piers under ice-covered conditions. International Journal of Sediment Research, 34, 4, 355–367.10.1016/j.ijsrc.2018.11.007
  25. Namaee, M.R., Sui, J., Wu, P., 2019. Experimental Study of Local Scour around Side-by-Side Bridge Piers under Ice-Covered Flow Conditions. In: Fluvial Processes and Forms-Dynamics, Delineation and Conservation. IntechOpen. http://dx.doi.org/10.5772/intechopen.86369.10.5772/intechopen.86369
  26. Mohammed, T.A., Noor, M.J.M.M., Ghazali, A.H., Yusuf, B., Saed, K., 2007. Physical modeling of local scouring around bridge piers in erodible bed. Journal of King Saud University-Engineering Sciences, 19, 2, 195–206.10.1016/S1018-3639(18)30947-4
  27. Qadar, A., 1981. The vortex scour mechanism at bridge piers. Part 2. Proceedings of the Institution of Civil Engineers, 71, 3, 739–757.10.1680/iicep.1981.1816
  28. Rickenmann, D., Recking, A., 2011. Evaluation of flow resistance in gravel-bed rivers through a large field data set. Water Resources Research, 47, 7, Article Number W07538.10.1029/2010WR009793
  29. Robert, A. Tran, T., 2012. Mean and turbulent flow fields in a simulated ice-covered channel with a gravel bed: some laboratory observations. Earth Surface Processes and Landforms, 37, 951–956.10.1002/esp.3211
  30. Sontek, A.D.V., 1997. Operation manual, firmware version 4.0. Sontek, San Diego.
  31. Sontek, 2001. ADV operation manual. 1st Ed. Sontek Inc., San Diego.
  32. Sheppard, D.M., Melville, B., Demir, H., 2013. Evaluation of existing equations for local scour at bridge piers. Journal of Hydraulic Engineering, 140, 1, 14–23.10.1061/(ASCE)HY.1943-7900.0000800
  33. Sutherland, A.J., 1986. Reports on bridge failure. RRU Occasional Paper. National Roads Board, Wellington, New Zealand.
  34. Sui, J., Wang, J., He, Y., Krol, F., 2010. Velocity profiles and incipient motion of frazil particles under ice cover. International Journal of Sediment Research, 25, 1, 39–51.10.1016/S1001-6279(10)60026-1
  35. Unger, J., Hager, W.H., 2007. Down-flow and horseshoe vortex characteristics of sediment embedded bridge piers. Experiments in Fluids, 42, 1, 1–19.10.1007/s00348-006-0209-7
  36. Vijayasree, B.A., Eldho, T.I., Mazumder, B.S., Ahmad, N., 2019. Influence of bridge pier shape on flow field and scour geometry. International Journal of River Basin Management, 17, 1, 109–129.10.1080/15715124.2017.1394315
  37. Wardhana, K., Hadipriono, F.C., 2003. Analysis of recent bridge failures in the United States. Journal of Performance of Constructed Facilities, 17, 3, 144–150.10.1061/(ASCE)0887-3828(2003)17:3(144)
  38. Wang, J., Sui, J., Karney, B., 2008. Incipient motion of noncohesive sediment under ice cover – an experimental study. Journal of Hydrodynamics, 20, 1, 117–124.10.1016/S1001-6058(08)60036-0
  39. Williams, P., Bolisetti, T., Balachandar, R., 2017. Evaluation of governing parameters on pier scour geometry. Canadian Journal of Civil Engineering, NRC Research Press, 44, 1, 48–58. DOI: 10.1139/cjce-2016-0133.10.1139/cjce-2016-0133
  40. Williams, P., Balachandar, R., Bolisetti, T., 2018. Blockage corrections for pier scour experiments. Canadian Journal of Civil Engineering. http://doi.org/10.1139/cjce-2017-0563.10.1139/cjce-2017-0563
  41. Wu, P., Hirshfield, F., Sui, J., 2014. Further studies of incipient motion and shear stress on local scour around bridge abutments under ice cover. Canadian Journal of Civil Engineering, 41, 892–899.10.1139/cjce-2013-0552
  42. Wu, P., Balachandar, R., Sui, J., 2015a. Local scour around bridge piers under ice-covered conditions. J. of Hydraulic Engineering, 142, 1, Art. No. 04015038, 10.1061/(ASCE)HY.1943-7900.0001063.10.1061/(ASCE)HY.1943-7900.0001063
  43. Wu, P., Hirshfield, F., Sui, J., 2015b. Armour layer analysis of local scour around bridge abutment under ice covered condition. River Research and Applications, 31, 6, 736–746. DOI: 10.1002/rra.2771.10.1002/rra.2771
  44. Wu, P., Hirshfield, F., Sui, J., 2015c. Local scour around bridge abutments under ice covered condition-an experimental study. International Journal of Sediment Research, 30, 39–47.10.1016/S1001-6279(15)60004-X
  45. Wu, P., Balachandar, R., 2016. Local scour around bridge abutments including effects of relative bed coarseness and blockage ratio. Canadian Journal of Civil Engineering, 43, 1, 51–59.10.1139/cjce-2014-0487
  46. Zabilansky, L.J., Hains, D.B., Remus, J.I., 2006. Increased bed erosion due to ice. In: 13th International Conference on Cold Regions Engineering, pp. 1–12. DOI: 10.1061/40836(210)1610.1061/40836(210)16
  47. Zhao, M., Cheng, L., Zang, Z.P., 2010. Experimental and numerical investigation of local scour around a submerged vertical circular cylinder in steady currents. Coastal Engineering, 57, 8, 709–721.10.1016/j.coastaleng.2010.03.002
DOI: https://doi.org/10.2478/johh-2019-0029 | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 70 - 82
Submitted on: Jul 15, 2019
|
Accepted on: Dec 17, 2019
|
Published on: Feb 13, 2020
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2020 Mohammad Reza Namaee, Jueyi Sui, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 3.0 License.