297
Views
4
CrossRef citations to date
0
Altmetric
ARTICLE

Local scour around complex abutments

ORCID Icon, ORCID Icon, &
Pages 165-173 | Received 21 Feb 2019, Accepted 10 Apr 2019, Published online: 26 Apr 2019

References

  • Ahmed, F., and Rajaratnam, N. (2000). “Observations on flow around bridge abutment.” Journal of Engineering Mechanics, 126, 51–59. doi:10.1061/(ASCE)0733-9399(2000)126:1(51)
  • Akib, S., Jahangirzadeh, A., and Basser, H. (2014). “Local scour around complex pier groups and combined piles at semi-integral bridge.” Journal of Hydrology and Hydromechanics, 62, 108–116. doi:10.2478/johh-2014-0015
  • Ashtiani, B., Baratian-Ghorghi, Z., and Beheshti, A.A. (2010). “Experimental investigation of clear-water local scour of compound piers.” Journal of Hydraulic Engineering, 136(6), 343–351. doi:10.1061/(ASCE)0733-9429(2010)136:6(343)
  • Ashtiani, B., and Beheshti, A.A. (2006). “Experimental investigation of clear-water local scour at pile groups.” Journal of Hydraulic Engineering, 132, 1100–1104. doi:10.1061/(ASCE)0733-9429(2006)132:10(1100)
  • Azamathulla, H.M., Ab Ghani, A., Zakaria, N.A., and Guven, A. (2010). “Genetic programming to predict bridge pier scour.” Journal of Hydraulic Engineering-Asce, 136(3), 165–169. doi:10.1061/(Asce)Hy.1943-7900.0000133
  • Azamathulla, H.M., Yusoff, M., and Hasan, Z. (2014). “Scour below submerged skewed pipeline.” Journal of Hydrology, 509(0), 615–620. doi:10.1016/j.jhydrol.2013.11.058
  • Barbhuiya, A.K., and Dey, S. (2004). “Local scour at abutments: A review.” Sadhana-Academy Proceedings in Engineering Sciences, 29, 449–476.
  • Cardoso, A.H., and Fael, C.M.S. (2010). “Time to equilibrium scour at vertical-wall bridge abutments.” Proceedings of the Institution of Civil Engineers-Water Management, 163, 509–513. doi:10.1680/wama.900038
  • Chabert, J., and Engeldinger, P. (1956). “Etude des affouillements autour des piles de ponts [Study of scour at bridge piers].” Chatou, France: Bureau Central d’Etudes les Equipment d’Outre-Mer, Laboratoire National d’Hydraulique. In French.
  • Coleman, S.E. (2005). “Clear water local scour at complex piers.” Journal of Hydraulic Engineering, 131(4), 330–334. doi:10.1061/(ASCE)0733-9429(2005)131:4(330)
  • Dehghani, A.A., Azamathulla, H.M., Hashemi Najafi, S.A., and Ayyoubzadeh, S.A. (2013). “Local scouring around L-head groynes.” Journal of Hydrology, 504, 125–131. doi:10.1016/j.jhydrol.2013.09.020
  • Ettema, R., Nakato, T., and Muste, M. (2010). Estimation of scour depth at bridge abutments. NCHRP 24-20, Transportation Research Board, Washington, DC.
  • Ettema, R.E. (1980). Scour at Bridge Piers. The University of Auckland, Auckland, New Zealand, Report 236.
  • Froehlich, D.C. (1989) “Local scour at bridge abutments.” Proceedings of the 1989 National Conference on Hydraulic Engineering, New Orleans, LA, 13–18.
  • Gendaszek, A.S., Magirl, C.S., Czuba, C.R., and Konrad, C.P. (2013). “The timing of scour and fill in a gravel-bedded river measured with buried accelerometers.” Journal of Hydrology, 495, 186–196. doi:10.1016/j.jhydrol.2013.05.012
  • Ghani, A.A., and Mohammadpour, R. (2015). “Temporal variation of clear-water scour at compound abutments.” Ain Shams Engineering Journal, 7(4), 1045–1052. doi:10.1016/j.asej.2015.07.005
  • Jones, J.S. (1989), “Laboratory studies of the effects of footings and pile groups on bridge pier scour.” U.S. Interagency Sedimentation Committee Bridge Scour Symposium, U.S. Department of Transportation, Washington, D.C.
  • Jones, J.S., and Sheppard, D.M. (2000). “Local scour at complex pier geometries.” Proceedings Joint Conference on Water Resource Engineering and Water Resources Planning and Management, July 30–August 2, Minneapolis, MN. doi:10.1061/40517(2000)409
  • Jones, J.S., Kilgore, R.T., and Mistichelli, M.P. (1992). “Effects of footing location on bridge pier scour.” Journal of Hydraulic Engineering-Asce, 118(2), 280–290. doi:10.1061/(ASCE)0733-9429(1992)118:2(280)
  • Kumar, A., Kothyari, U.C., and Ranga Raju, K.G. (2012). “Flow structure and scour around circular compound bridge piers – A review.” Journal of Hydro-Environment Research, 6, 251–265. doi:10.1016/j.jher.2012.05.006
  • Lim, S.-Y. (1997). “Equilibrium clear-water scour around an abutment.” Journal of Hydraulic Engineering, 123(3), 237–243. doi:10.1061/(ASCE)0733-9429(1997)123:3(237)
  • Maza Alvarez, J.A. (1969) Scour in natural channels. A. J. Miguel Rodriguez, translator, Rep No. 114. The university of Auckland, School of Engineeing, Auckland, New Zealan.
  • Melville, B.W. (1992). “Local scour at bridge abutments.” Journal of Hydraulic Engineering-Asce, 118, 615–631. doi:10.1061/(ASCE)0733-9429(1992)118:4(615)
  • Melville, B.W., and Coleman, S.E. (2000). Bridge scour, Highlands Ranch, Colorado, WaterResources Publications
  • Melville, B.W., and Raudkivi, A.J. (1996). “Effects of foundation geometry on bridge pier scour.” Journal of Hydraulic Engineering-Asce, 122(4), 203–209. doi:10.1061/(ASCE)0733-9429(1996)122:4(203)
  • Mohammadpour, R. (2013a). Effect of foundation geometry on short abutment scour. PhD thesis, REDAC, Universiti Sains Malaysia.
  • Mohammadpour, R. (2017). “Prediction of local scour around complex piers using GEP and M5-Tree.” Arabian Journal of Geosciences, 10(18), 416. doi:10.1007/s12517-017-3203-x
  • Mohammadpour, R., Ab. Ghani, A., and Azamathulla, H.M. (2013c). “Prediction of equilibrium scour time around long abutments.” Proceedings of the Institution of Civil Engineers: Water Management, 166, 394–401
  • Mohammadpour, R., Ghani, A., Vakili, M., and Sabzevari, T. (2016). “Prediction of temporal scour hazard at bridge abutment.” Natural Hazards, 80(3), 1891–1911. doi:10.1007/s11069-015-2044-8
  • Mohammadpour, R., Ghani, A., and Zakaria, N. 2014a. Time variation of scour depth around complex abutment. Scour and Erosion: Proceedings of the 7th International Conference on Scour and Erosion, Perth, Australia, December 2–4, Rendezvous, Scarborough, Western Australia, 455–460. CRC Press.
  • Mohammadpour, R., Ghani, A.A., and Azamathulla, H.M. (2013b). “Estimation of dimension and time variation of local scour at short abutment.” International Journal of River Basin Management, 11, 121–135. doi:10.1080/15715124.2013.772522
  • Mohammadpour, R., Ghani, A.A., Zakaria, N.A., and Thamer, A.M.A. (2017). “Predicting scour at river bridge abutments over time.” Proceedings of the Institution of Civil Engineers - Water Management, 170(1), 15–30. doi:10.1680/jwama.14.00136
  • Mohammadpour, R., Sabzevari, T., and Mohammadpour, F. (2014b). “Investigation of local scour development around abutment by using experimental and numerical models.” Caspian Journal of Applied Science Research, 3(1), 1–11
  • Oliveto, G., and Hager, W.H. (2002). “Temporal evolution of clear-water pier and abutment scour.” Journal of Hydraulic Engineering-Asce, 128(9), 811–820. doi:10.1061/(ASCE)0733-9429(2002)128:9(811)
  • Parola, A.C., Mahavadi, S.K., Brown, B.M., and Elkhoury, A. (1996). “Effects of rectangular foundation geometry on local pier scour.” Journal of Hydraulic Engineering, 122(1), 35–40. doi:10.1061/(ASCE)0733-9429(1996)122:1(35)
  • Richardson, E.V., and Davis, S.R. (2001). “Evaluating scour at bridges.” Rep. No. FHWA NHI 01-001. Washington, DC: Federal Highway Administration.
  • Sheppard, D.M., Zhao, G., and Copps, T.H. (1995), “Local scour near multiple pile piers in steady currents,” ASCE. International Conference on Water Resources Engineering, San Antonio, TX.
  • Simarro, G., Teixeira, L., and Cardoso, A.H. (2007). “Flow intensity parameter in pier scour experiments.” Journal of Hydraulic Engineering, 133, 1261–1264. doi:10.1061/(ASCE)0733-9429(2007)133:11(1261)
  • Sturm, T.W., and Janjua, N.S. (1994). “Clear-water scour around abutments in floodplains.” Journal of Hydraulic Engineering, 120(8), 956–972. doi:10.1061/(ASCE)0733-9429(1994)120:8(956)

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.