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ARTICLE

Reliability study on uncertainty parameters and flood duration on scouring around unprotected and protected bridge piers

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Pages 11-19 | Received 20 Apr 2018, Accepted 11 Jan 2019, Published online: 11 Feb 2019

References

  • Alabi, P.D. (2006) “Time development of local scour at a bridge pier fitted with a collar.” M.Sc thesis, Civil and Geological Eng. Dept., University of Saskatchewan, Saskatoon, SK.
  • Ang, A.H.S., and Tang, W.H. (1984). Probability concepts in engineering planning and design. Vol. II. Wiley, New York.
  • Ayyub, B.M., and Haldar, A. (1984). “Practical structural reliability techniques.” J. Structural Eng., 110, 1707–1724. doi: 10.1061/(ASCE)0733-9445(1984)110:8(1707)
  • Ayyub, B.M., and McCuen, R.H. (1997). Probability, statistics and reliability for engineers, CRC, Boca Raton, FL.
  • Barbe, D.E., Cruise, J.F., and Singh, V.P. (1992). “Probabilistic approach to local bridge pier scour.” Ransp. Res. Rec., 1350, 28–33. Transportation Research Board: Washington.
  • Chabert, J., and Engeldinger, P. (1956). Etude des affouillements autour des piles des ponts, Laboratoire National d’Hydraulique, Chatou, France
  • Chang, W.Y., Lai, J.S., and Yen, C.L. (2004). “Evolution of scour depth at circular bridge piers.” J. Hydraulic Eng., 130, 905–913. doi: 10.1061/(ASCE)0733-9429(2004)130:9(905)
  • Chiew, Y.M. (1992). “Scour protection at bridge piers.” J. Hydraulic Eng., 118, 1260–1269. doi: 10.1061/(ASCE)0733-9429(1992)118:9(1260)
  • Dargahi, B. (1990). “Controlling mechanism of local scouring.” J. Hydraulic Eng., 116, 1197–1214. doi: 10.1061/(ASCE)0733-9429(1990)116:10(1197)
  • Ettema, R. (1980) Scour at bridge piers, University of Auckland, School of Engineering, Auckland, New Zealand. Rep. No. 216.
  • Fathi, A., Zarrati, A.R., and Salamatian, S.A. (2011). “Scour depth at bridge abutments protected with a guide wall.” Can. J. Civ. Eng., 38, 1347–1354.
  • Franzetti, S., Larcan, E., and Mignosa, P. (1982) “Influence of tests duration on the evaluation of ultimate scour around circular piers.” International Conference on the Hydraulic Modeling of Civil Engineering Structures, Paper G2, Coventry, England.
  • Froehlich, D.C. (2013). “Protecting bridge piers with loose rock riprap.” J. Appl. Water Eng. Res., 1, 39–57. doi: 10.1080/23249676.2013.828486
  • Halder, A., and Mahadevan, S. (2000). Probability, reliability and statistical methods in engineering design, John Wiley & Sons, New York.
  • Hjorth, P. (1975). Studies on the nature of local scour, Bulletin Series A No. 46, Department of Water Resources Engineering, University of Lund, Sweden.
  • Johnson, P.A. (1992). “Reliability-based pier scour engineering.” J. Hydraulic Eng., 118, 1344–1358. doi: 10.1061/(ASCE)0733-9429(1992)118:10(1344)
  • Johnson, P.A. (1995). “Comparisons of pier scour equations using field data.” J. Hydraulic Eng., 121, 626–629. doi: 10.1061/(ASCE)0733-9429(1995)121:8(626)
  • Johnson, P.A. (1996). “Uncertainty of hydraulic parameters.” J. Hydraulic Eng., 122, 112–115. doi: 10.1061/(ASCE)0733-9429(1996)122:2(112)
  • Johnson, P.A. (1999). “Fault tree analysis of bridge failure due to scour and channel instability.” J. Infrastruct. Syst., 5, 35–41. doi: 10.1061/(ASCE)1076-0342(1999)5:1(35)
  • Johnson, P.A., and Ayyub, B.M. (1992). “Assessment of time-variant bridge reliability due to pier scour.” J. Hydraulic Eng., 118, 887–903. doi: 10.1061/(ASCE)0733-9429(1992)118:6(887)
  • Johnson, P.A., and Dock, D.A. (1998). “Probabilistic bridge scour estimates.” J. Hydraulic Eng., 124, 750–755. doi: 10.1061/(ASCE)0733-9429(1998)124:7(750)
  • Karimaee Tabarestani, M., and Salamatian, S.A. (2016). “Physical modelling of local scour around bridge pier.” Malaysian J. Civil Eng., 28, 349–364.
  • Karimaee Tabarestani, M., and Zarrati, A.R. (2012). “Effect of collar on time development and extent of scour hole around cylindrical bridge piers.” Int. J. Eng. Trans., 25, 11–16. doi: 10.5829/idosi.ije.2012.25.01c.02
  • Karimaee Tabarestani, M., and Zarrati, A.R. (2015). “Sediment transport during flood event: a review.” Int. J. Environ. Sci. Technol., 12, 775–788. doi: 10.1007/s13762-014-0689-6
  • Karimaee Tabarestani, M., and Zarrati, A.R. (2017). “Local scour calculation around bridge pier during flood event.” KSCE J. J. Civil Eng., 21, 1462–1472. doi: 10.1007/s12205-016-0986-3
  • Karimaei Tabarestani, M., and Zarrati, A.R. (2018). “Reliability analysis of riprap stability around bridge piers.” J. Appl. Water Eng. Res. doi: 10.1080/23249676.2018.1497556
  • Khalid, M., Muzzammil, M., and Alam, J. (2017). “A reliability-based assessment of live bed scour at bridge piers.” Proceedings of International Conference Hydro-2017, Dec. 21–23, L.D. College of Engineering Ahmedabad, 556–568.
  • Khozeymehnezhad, H., Ghomshi, M., and Khademi, K. (2012) Investigation and comparison of symmetrical and unsymmetrical collars on reduction of bridge scour abutment. 9th Seminar International River Engineering, Ahvaz, Iran.
  • Kothyari, U.C., Garde, R.J., and Ranga Raju, K.G. (1992). “Temporal variation of scour around circular bridge piers.” J. Hydraulic Eng., 118, 1091–1106. doi: 10.1061/(ASCE)0733-9429(1992)118:8(1091)
  • Kumcu, S.Y., Kokpinar, M.A., and Gogus, M. (2014). “Scour protection around vertical-wall bridge abutments with collars.” KSCE J. Civ. Eng., 18, 1884–1895. doi: 10.1007/s12205-014-0245-4
  • Lauchlan, C., and Melville, B. (2001). “Riprap protection at bridge piers.” J. Hydraulic Eng., 127, 412–418. doi: 10.1061/(ASCE)0733-9429(2001)127:5(412)
  • Lee, W.S., Grosh, D.L., Tillman, F.A., and Lie, C.H. (1985). “Fault tree analysis, methods, and applications—A review.” IEEE Trans. Reliab., 34, 194–203. doi: 10.1109/TR.1985.5222114
  • Marelius, F., and Sinha, S.K. (1998). “Experimental investigation of flow past submerged vanes.” J. Hydraul. Eng., ASCE, 124, 542–545. doi: 10.1061/(ASCE)0733-9429(1998)124:5(542)
  • Mashahir, M.B., and Zarrati, A.R. (2002) “Effect of collar on time development of scouring around rectangular bridge piers.” Proceedings of 5th International Conference on Hydro Science and Engineering, Warsaw, Poland. doi: 10.1044/1059-0889(2002/er01)
  • Mashahir, M.B., Zarrati, A.R., and Mokallaf, E. (2008) “Effect of collar length on time development of scouring around rectangular bridge piers.” Proceedings of 4th International Conference on Scour and Erosion, ICSE-4, Nov. 5–7, Tokyo, Japan.
  • Melville, B., and Chiew, Y.M. (1999). “Time scale for local scour at bridge piers.” J. Hydraulic Eng., 125, 59–65. doi: 10.1061/(ASCE)0733-9429(1999)125:1(59)
  • Melville, B.W. (1984). “Live bed scour at bridge piers.” J. Hydraulic Eng., 110, 1234–1247. doi: 10.1061/(ASCE)0733-9429(1984)110:9(1234)
  • Melville, B.W. (1997). “Pier and abutment scour: Integrated approach.” J. Hydraulic Eng., 123, 125–136. doi: 10.1061/(ASCE)0733-9429(1997)123:2(125)
  • Melville, B.W., and Raudkivi, A.J. (1996). “Effects of foundation geometry on bridge pier scour.” J. Hydraulic Eng., 122, 203–209. doi: 10.1061/(ASCE)0733-9429(1996)122:4(203)
  • Muzzammil, M., Siddiqui, N.A., and Siddiqui, A.F. (2008). “Reliability considerations in bridge pier scouring.” J.Struct.Eng.Mech., 28, 1–18. doi: 10.12989/sem.2008.28.1.001
  • Pandey, M., Ahmad, Z., and Sharma, P.K. (2015). “Flow-characteristics around circular pier model.” Proceedings of HYDRO’15 International Conference, IIT ROORKEE, Roorkee, India, 6–19.
  • Rao, D., Gopika, K., Sanyasi Rao, V., Kushwaha, V.V.S., Verma, H.S., and Srividya, A.K. (2009). “Dynamic fault tree analysis using Monte Carlo simulation in probabilistic safety assessment.” J. Reliab. Eng. Syst. Saf., 94, 872–883. doi: 10.1016/j.ress.2008.09.007
  • Rouse, H. (1939) “An analysis of sediment transportation in the light of fluid turbulence. Soil conservation services.” Report No. SCS-TP-25, USDA, Washington, DC.
  • Salamatian, A., Zarrati, A.R., and Karimaee, M. (2014b). “Sediment transport in an unsteady flow condition.” Int. J. Sci. Tech., 6, 59–70.
  • Salamatian, S.A., Karimaee Tabarestani, M., and Zarrati, A.R. (2014a). “Local scour at a cylindrical bridge pier under a flood hydrograph.” Proc., River Flow, 1387–1391.
  • Salamatian, S.A., and Zarrati, A.R. (2010) “Reliability analysis of scouring at bridge piers protected by collar.” 10th International symposium on stochastic hydraulics, hydrology Hydraulic and Water Resources in an Uncertain Environment, Quebec, Canada.
  • Salamatian, S.A., Zarrati, A.R., and Banazadeh, M. (2013). “Assessment of bridge safety due to scour by Bayesian network.” J. Water Manage., 166, 341–350.
  • Sheppard, D.M., and Miller, W., Jr. (2006). “Live-bed local pier scour experiments.” J. Hydraulic Eng., 132, 635–642. doi: 10.1061/(ASCE)0733-9429(2006)132:7(635).
  • Singh, U.K., Ahmad, Z., and Kumar, A. (2017). “Turbulence characteristics of flow over the degraded cohesive bed of clay–silt–sand mixture.” ISH j. Hydraul. Eng., 23(33), doi:10.1080/09715010.2017.1313144.
  • Whitehouse, R.J.S. (1997). Scour at marine structures: A manual for practical applications, Thomas Telford publications. Thomas Telford Ltd, 1 Heron Quay, London, United Kingdom.
  • Yanmaz, A.M., and Altinbilek, H.D. (1991). “Study of time-dependent local scour around bridge piers.” J. Hydraulic. Eng., 117, 1247–1268. doi: 10.1061/(ASCE)0733-9429(1991)117:10(1247)
  • Yanmaz, A.M., and Cicekdag, O. (2001). “Composite reliability model for local scour around cylindrical bridge piers.” Can. J. Civ. Eng., 28, 520–535. doi:10.1139/l01-009
  • Yanmaz, A.M., and Ustun. (2001). “Generalized reliability model for local scour around bridge piers of various shapes.” J. Eng. Environ. Sci., 25, 687–698.
  • Zarrati, A.R., Gholami, H., and Mashahir, M.B. (2004). “Application of collar to control scouring around rectangular bridge piers.” J. Hydraulic Res., 42, 97–103. doi: 10.1080/00221686.2004.9641188
  • Zarrati, A.R., Nazariha, M., and Mashahir, M.B. (2006). “Reduction of local scour in the vicinity of bridge pier groups using collars and riprap.” J. Hydraulic. Eng., 132, 154–162. doi: 10.1061/(ASCE)0733-9429(2006)132:2(154)
  • Zokaei, M., Zarrati, A.R., Salamatian, S.A., and Karimaee Tabarestani, M. (2013). “Study on scouring around bridge piers protected by collar using low density sediment.” Int. J. Civil Eng., 11, 199–205.

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