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Effects of bed-material gradation on clear water scour at single and group of piles Cover

Effects of bed-material gradation on clear water scour at single and group of piles

Open Access
|Feb 2022

References

  1. Alemi, M., Pêgo, J.P., Maia, R., 2019. Numerical simulation of the turbulent flow around a complex bridge pier on the scoured bed. Eur. J. Mech. B Fluids., 76, 316–331.10.1016/j.euromechflu.2019.03.011
  2. Amini, A., Melville, B.W., Ali, T.M., Ghazali, A.H., 2012. Clear-water local scour around pile groups in shallow-water flow. J. Hydraul. Eng., 138, 2, 177–185.10.1061/(ASCE)HY.1943-7900.0000488
  3. Arneson, L.A., Zevenbergen, L.W., Lagasse, P.F., Clopper, P.E., 2012. Evaluating Scour at Bridges. Federal Highway Administration Hydraulic Engineering Circular No. 18. FHWA-HIF-12-003. FHWA, Washington, DC.
  4. Ataie-Ashtiani, B., Beheshti, A.A., 2006. Experimental investigation of clear-water local scour at pile groups. J. Hydraul. Eng., 132, 10, 1100–1104.10.1061/(ASCE)0733-9429(2006)132:10(1100)
  5. Ataie-Ashtiani, B., Aslani-Kordkandi, A., 2013. Flow field around single and tandem piers. Flow Turbul. Combust., 90, 3, 471–490.10.1007/s10494-012-9427-7
  6. Ataie-Ashtiani, B., Baratian-Ghorghi, Z., Beheshti, A.A., 2010. Experimental investigation of clear-water local scour of compound piers. J. Hydraul. Eng., 136, 6, 343–351.10.1061/(ASCE)0733-9429(2010)136:6(343)
  7. Ballio, F., Teruzzi, A., Radice, A., 2009. Constriction effects in clear-water scour at abutments. J. Hydraul. Eng., 135, 2, 140–145.10.1061/(ASCE)0733-9429(2009)135:2(140)
  8. Chiew, Y.M., Melville, B.W., 1989. Local scour at bridge piers with non-uniform sediments. Proc. Inst. Civ. Engrs., 87, 2, 215–224.10.1680/iicep.1989.2004
  9. Coleman, S.E., 2005. Clearwater local scour at complex piers. J. Hydraul. Eng., 131, 4, 330–334.10.1061/(ASCE)0733-9429(2005)131:4(330)
  10. Curran, J.C., Waters, K.A., 2014. The importance of bed sediment sand content for the structure of a static armor layer in a gravel bed river. J. Geophys. Res. Earth Surf., 119, 7, 1484–1497.10.1002/2014JF003143
  11. Diab, R.M.A.E.A., 2011. Experimental investigation on scouring around piers of different shape and alignment in gravel. Ph.D. thesis. Department of Civil and Environmental Sciences, Technical University Darmstadt, Germany.
  12. Ettema, R., Constantinescu, G., Melville, B.W., 2017. Flow-field complexity and design estimation of pier-scour depth: Sixty years since Laursen and Toch. J. Hydraul. Eng., 143, 9, 03117006. https://doi.org/10.1061/(ASCE)HY.1943-7900.000133010.1061/(ASCE)HY.1943-7900.0001330
  13. 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.
  14. Dey, S., Raikar, R.V., 2005. Scour in long contractions. J. Hydraul. Eng., 131, 12, 1036–1049.10.1061/(ASCE)0733-9429(2005)131:12(1036)
  15. Guney, M.S., Bombar, G., Aksoy, A.O., 2013. Experimental study of the coarse surface development effect on the bimodal bed-load transport under unsteady flow conditions. J. Hydraul. Eng., 139, 1, 12–21.10.1061/(ASCE)HY.1943-7900.0000640
  16. Guo, J., 2012. Pier scour in clear water for sediment mixtures. J. Hydraul. Res., 50, 1, 18–27.10.1080/00221686.2011.644418
  17. Lança, R., Fael, C., Cardoso, A., 2010. Assessing equilibrium clear water scour around single cylindrical piers. In: Dittrich, A., Koll, K., Aberle, J., Geisenhainer, P. (Eds.): Proc. River Flow. Bundesanstalt für Wasserbau, Karlsruhe, Germany, pp. 1207–1213.
  18. Lança, R., Fael, C., Maia, R., Pêgo, J.P., Cardoso, A.H., 2013a. Clear-water scour at comparatively large cylindrical piers. J. Hydraul. Eng., 139, 11, 1117–1125.10.1061/(ASCE)HY.1943-7900.0000788
  19. Lança, R., Fael, C., Maia, R., Pêgo, J.P., Cardoso, A.H., 2013b. Clear-water scour at pile groups. J. Hydraul. Eng., 139, 10, 1089–1098.10.1061/(ASCE)HY.1943-7900.0000770
  20. Laursen, E.M., 1963. An analysis of relief bridge scour. J. Hydraulics Div., 89, 3, 93–118.10.1061/JYCEAJ.0000896
  21. Lee, S.O., Sturm, T.W., 2009. Effect of sediment size scaling on physical modeling of bridge pier scour. J. Hydraul. Eng., 135, 10, 793–802.10.1061/(ASCE)HY.1943-7900.0000091
  22. Mao, L., Cooper, J.R., Frostick, L.E., 2011. Grain size and topographical differences between static and mobile armour layers. Earth Surf. Process. Landf., 36, 10, 1321–1334.10.1002/esp.2156
  23. Melville, B.W., Chiew, Y.M., 1999. Time scale for local scour at bridge piers. J. Hydraul. Eng., 125, 1, 59–65.10.1061/(ASCE)0733-9429(1999)125:1(59)
  24. Melville, B.W., Coleman S.E., 2000. Bridge Scour. Water Resources Publications, Highlands ranch, Colorado, USA.
  25. Melville, B.W., Sutherland, A.J., 1988. Design method for local scour at bridge piers. J. Hydraul. Eng., 114, 10, 1210–1226.10.1061/(ASCE)0733-9429(1988)114:10(1210)
  26. Mia, M.F., Nago, H., 2003. Design method of time-dependent local scour at circular bridge pier. J. Hydraul. Eng., 129, 6, 420–427.10.1061/(ASCE)0733-9429(2003)129:6(420)
  27. Mir, B.H., Lone, M.A., Bhat, J.A., Rather, N.A., 2018. Effect of gradation of bed material on local scour depth. Geotech. Geol. Eng., 36, 4, 2505–2516.10.1007/s10706-018-0479-x
  28. Molinas, A., 2001. Effects of gradation and cohesion on bridge scour: Synthesis report. Report No. FHWA-RD-99-189. Federal Highway Administration, Washington, DC.
  29. Moreno, M., Maia, R., Couto, L., 2016. Prediction of equilibrium local scour depth at complex bridge piers. J. Hydraul. Eng., 142, 11, 04016045.10.1061/(ASCE)HY.1943-7900.0001153
  30. Namaee, M.R., Sui, J., 2019. Impact of armour layer on the depth of scour hole around side-by-side bridge piers under ice-covered flow condition. J. Hydrol. Hydromech., 67, 3, 240–251.10.2478/johh-2019-0010
  31. Okhravi, S., Gohari, S., Maia, R., 2019. Scour development under different flow rates for sediment mixtures. In: Proc. 3rd Doctoral Congress in Engineering, Symposium of Civil Engineering and Spatial Planning, FEUP, 27–28 June, Porto, Portugal.
  32. Oliveto, G., Hager, W.H., 2002. Temporal evolution of clearwater pier and abutment scour. J. Hydraul. Eng., 128, 9, 811–820.10.1061/(ASCE)0733-9429(2002)128:9(811)
  33. Orrú, C., Blom, A., Uijttewaal, W.S.J., 2016. Armor breakup and reformation in a degradational laboratory experiment. Earth Surf. Dyn., 4, 2, 461–470.10.5194/esurf-4-461-2016
  34. Richardson, E.V., Davis, S.R., 2001. Evaluating scour at bridges. Hydraulic Engineering Circular No. 18 (HEC-18). Rep. No. FHWA NHI 01-001. Federal Highway Administration, Washington. DC.
  35. Raudkivi, A.J., Ettema, R., 1977. Effect of sediment gradation on clear water scour. J. Hydraulics Div., 103, 10, 1209–1213.10.1061/JYCEAJ.0004853
  36. Sheppard, D.M., Odeh, M., Glasser, T., 2004. Large scale clearwater local pier scour experiments. J. Hydraul. Eng., 130, 10, 957–963.10.1061/(ASCE)0733-9429(2004)130:10(957)
  37. Sheppard, D.M., Renna, R., 2010. Bridge Scour Manual. Florida Department of Transportation, Tallahassee, FL.
  38. Sui, J., Afzalimehr, H., Samani, A.K., Maherani, M., 2010. Clear-water scour around semi-elliptical abutments with armored beds. Int. J. Sediment. Res., 25, 3, 233–245.10.1016/S1001-6279(10)60041-8
  39. Sumer, B.M., Fredsøe, J., 2002. The Mechanics of Scour in the Marine Environment. World Scientific, Singapore, 539 p.10.1142/4942
  40. Unger, J., Hager, W.H., 2006. Down-flow and horseshoe vortex characteristics of sediment embedded bridge piers. Exp. Fluids, 42, 1, 1–19.10.1007/s00348-006-0209-7
  41. Wilcock, P.R., DeTemple, B.T., 2005. Persistence of armor layers in gravel-bed streams. Geophys. Res. Lett., 32, 8, L08402. https://doi.org/10.1029/2004GL02177210.1029/2004GL021772
  42. Yalin, M.S., 1971. Theory of Hydraulic Models. MacMillan Civil Engineering Hydraulics, Macmillan.10.1007/978-1-349-00245-0
  43. Yang, Y., Melville, B.W., Macky, G.H., Shamseldin, A.Y., 2020. Experimental study on local scour at complex bridge pier under combined waves and current. Coast. Eng., 160, 103730. https://doi.org/10.1016/j.coastaleng.2020.10373010.1016/j.coastaleng.2020.103730
  44. Yanmaz, A.M., Altinbilek, H.D., 1991. Study of time-dependent local scour around bridge piers. J. Hydraul. Eng., 117, 10, 1247–1268.10.1061/(ASCE)0733-9429(1991)117:10(1247)
  45. Zhou, K., Duan, J.G., Bombardelli, F.A., 2020. Experimental and theoretical study of local scour around three-pier group. J. Hydraul. Eng., 146, 10, 04020069. https://doi.org/10.1061/(ASCE)HY.1943-7900.000179410.1061/(ASCE)HY.1943-7900.0001794
DOI: https://doi.org/10.2478/johh-2021-0036 | Journal eISSN: 1338-4333 | Journal ISSN: 0042-790X
Language: English
Page range: 114 - 127
Submitted on: Apr 5, 2021
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Accepted on: Sep 23, 2021
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Published on: Feb 12, 2022
In partnership with: Paradigm Publishing Services
Publication frequency: 4 issues per year

© 2022 Saeid Okhravi, Saeed Gohari, Mahdi Alemi, Rodrigo Maia, published by Slovak Academy of Sciences, Institute of Hydrology
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.