Effects of Relative Column Width and Pile-Cap Elevation on Local Scour Depth around Complex Piers
Publication: Journal of Hydraulic Engineering
Volume 142, Issue 2
Abstract
An experimental campaign of 25 long-duration (13–47 days) laboratory tests was carried out with three complex pier models under steady clear-water flow conditions. Each model, characterized by a different relation between the column and the pile-cap widths, , was tested for a variety of pile-cap positions relatively to the initial bed, . The experimental data were used to describe the temporal evolution of the scour depth as a function of ( = approach flow depth). The common criterion to stop experimental tests on complex piers was analyzed, and a new criterion was introduced. The equilibrium scour depth, , was calculated by extrapolation of data series. The results are used to evaluate the effect of and on when the pile cap is above the bed (Situation 1), partially buried in the bed (Situation 2), and completely buried in the bed (Situation 3). The analysis includes the definition of at which the maximum occurs through an equation that takes into account the ratio, the relative pile-cap thickness, , and the column and pile-cap shapes.
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Acknowledgments
The authors wish to acknowledge the joint financial support of the Portuguese Foundation for Science and Technology through the research project PTDC/ECM/101353/2008 and the doctoral grant SFRH/BD/76396/2011. The experimental work was carried out at the Hydraulics and Environment Department, National Laboratory for Civil Engineering (LNEC), Lisbon, Portugal.
References
Alabi, P. D. (2006). “Time development of local scour at a bridge pier fitted with a collar.” Master’s Degree thesis, Univ. of Saskatchewan, Saskatoon, Saskatchewan, Canada.
Arneson, L. A., Zevenbergen, L. W., Lagasse, P. F., and Clopper, P. E. (2012). “Evaluating scour at bridges (HEC-18).”, Washington, DC.
Ataie-Ashtiani, B., Baratian-Ghorghi, Z., and Beheshti, A. A. (2010). “Experimental investigation of clear-water local scour of compound piers.” J. Hydraul. Eng., 343–351.
Beheshti, A. A., and Ataie-Ashtiani, B. (2010). “Experimental study of three-dimensional flow field around a complex bridge pier.” J. Eng. Mech., 143–154.
Chabert, J., and Engeldinger, P. (1956). Etude des affouillements autour des piles des ponts, Laboratoire National d’Hydraulique, Chatou, France (in French).
Chiew, Y. M., and Melville, B. W. (1987). “Local scour around bridge piers.” J. Hydraul. Eng., 25(1), 15–26.
Coleman, S. E. (2005). “Clearwater local scour at complex piers.” J. Hydraul. Eng., 330–334.
Dey, S., and Raikar, R. V. (2007). “Characteristics of horseshoe vortex in developing scour holes at piers.” J. Hydraul. Eng., 399–413.
Ettema, R. (1980). “Scour at bridge piers.”, Univ. of Auckland, Auckland, New Zealand.
Ferraro, D., Tafarojnoruz, A., Gaudio, R. and Cardoso, A. H. (2013). “Effects of pile cap thickness on the maximum scour depth at a complex pier.” J. Hydraul. Eng., 482–491.
Franzetti, S., Larcan, E., and Mignosa, P. (1982). “Influence of tests duration on the evaluation of ultimate scour around circular piers.” Proc. Int. Conf. on the Hydraulic Modelling of Civil Engineering Structures, Cranfield, U.K.
Grimaldi, C., and Cardoso, A. H. (2010). “Methods for local scour depth estimation at complex bridge piers.” Proc., 1st IAHR European Division Congress, Heriot-Watt Univ., Edinburgh, U.K.
Grimaldi, C., Gaudio, R., Calomino, F., and Cardoso, A. (2009). “Control of scour at bridge piers by a downstream bed sill.” J. Hydraul. Eng., 13–21.
Jones, J. S. (1989). “Laboratory studies of the effects of footings and pile groups on bridge pier scour.” Proc., 1st Bridge Scour Symp., Turner-Fairbank Highway Research Center, FHWA, McLean, VA, 340–359.
Jones, J. S., Kilgore, R. T., and Mistichelli, M. P. (1992). “Effects of footing location on bridge pier scour.” J. Hydraul. Eng., 280–290.
Jones, J. S., and Sheppard, D. M. (2000). “Local scour at complex pier geometries.” Proc., 2000 Joint Conf. on Water Resources Engineering and Water Resources Planning and Management, ASCE, Minneapolis, MN.
Lança, R., Fael, C., Maia, R., Pêgo, J., and Cardoso, A. (2013). “Clear-water scour at pile groups.” J. Hydraul. Eng., 1089–1098.
Lu, J.-Y., Shi, Z.-Z., Hong, J.-H., Lee, J.-J., and Raikar, V. K. (2011). “Temporal variation of scour depth at nonuniform cylindrical piers.” J. Hydraul. Eng., 45–56.
Mashahir, M. B., Zarrati, A. R., and Rezayi, M. J. (2004). “Time development of scouring around a bridge pier protected by collar.” Proc., 2nd Int. Conf. on Scour and Erosion, Meritus Mandarin, Singapore.
Melville, B. W., and Chiew, Y. M. (1999). “Time scale for local scour at bridge piers.” J. Hydraul. Eng., 59–65.
Melville, B. W., and Raudkivi, A. J. (1996). “Effect of foundation geometry on bridge pier scour.” J. Hydraul. Eng., 203–209.
Moreno, M., Maia, R., Couto, L., and Cardoso, A. (2012). “Evaluation of local scour depth around complex bridge piers.” Proc., River Flow 2012, R. Murillo, ed., CRC Press, Boca Raton, FL, 935–942.
Neill, C. R. (1967). “Mean velocity criterion for scour of coarse uniform bed-material.” Proc., 12th IAHR Congress, IAHR, Fort Collins, CO, 46–54.
Parola, A. C., Mahavadi, S. K., Brown, B. M., and El-Khoury, A. (1996). “Effects of rectangular foundation geometry on local pier scour.” J. Hydraul. Eng., 35–40.
Salim, M., and Jones, J. S. (1996). “Scour around exposed pile foundations.” Proc., North American Water and Environment Conf. ‘96, ASCE, Anaheim, CA.
Sheppard, D. M., Demir, H., and Melville, B. (2011). “Scour at wide piers and long skewed piers.”, Transportation Research Board, Washington, DC.
Sheppard, D. M., Melville, B., and Demir, H. (2014). “Evaluation of existing equations for local scour at bridge piers.” J. Hydraul. Eng., 14–23.
Sheppard, D. M., and Renna, R. (2010). Bridge scour manual, Florida Dept. of Transportation, Tallahassee, FL.
Umeda, S., Yamazaki, T., and Yuhi, M. (2010). “An experimental study of scour process and sediment transport around a bridge pier with foundation.” Proc., Scour and Erosion, ASCE, San Francisco, CA, 66–75.
Yalin, M. S. (1971). Theory of hydraulic models, MacMillan Civil Engineering Hydraulics, Macmillan.
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© 2015 American Society of Civil Engineers.
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Received: Mar 7, 2015
Accepted: Jul 9, 2015
Published online: Sep 16, 2015
Published in print: Feb 1, 2016
Discussion open until: Feb 16, 2016
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