60th Anniversary State-of-the-Art Reviews
Jun 10, 2017

Flow-Field Complexity and Design Estimation of Pier-Scour Depth: Sixty Years since Laursen and Toch

Publication: Journal of Hydraulic Engineering
Volume 143, Issue 9

Abstract

This paper, written to celebrate the 60th anniversary of the Journal of Hydraulic Engineering, presents a structured, contemporary approach to scour-depth estimation that matches design method practicality to pier flow-field complexity. The approach involves a mix of semiempirical formulation, advanced experimentation aided by new instruments, and computational fluid dynamics (CFD). Highly useful for understanding complex pier flow fields, CFD holds patent promise for substantial use in design estimation of scour depth. Presently, however, CFD’s limited ability to simulate erosion and scour at a pier foundation hampers CFD’s practicality for design estimation of pier-scour depth. The writers reflect back 60 years when Laursen and Toch’s milestone publication provided major insights into pier scour, and when the hot-film anemometer first became available for investigating complex flow fields. Sixty years ago, pier flow fields were thought too complex to measure, or even visualize. The writers indicate where, today, further research into pier flow fields would benefit design estimation of scour depth.

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Acknowledgments

This paper is partially based on an extensive review conducted as Project 24-27(1) of the U.S. Transportation Research Board’s National Cooperative Highway Research Program, which has funded much of the bridge-related research in the United States during the last 55 years. NCHRP kindly permitted the writers to use in this paper some of the figures, tables, and brief descriptions used in the writers’ report for the project mentioned. The writers thank NCHRP and the paper’s reviewers, whose suggestions enhanced the paper.

References

Ali, K. H. M., and Karim, R. (2002). “Simulation of flow around piers.” J. Hydraul. Res., 40(2), 161–174.
Arneson, L. A., Zevenbergen, L. W., Lagasse, P. F., and Clopper, P. E. (2012). Evaluating scour at bridges, 5th Ed., Federal Highway Administration, U.S. Dept. of Transportation, Washington, DC.
Barker, R. M., and Puckett, J. A. (2013). Design of highway bridges: An LRFD approach, 3rd Ed., Wiley, Hoboken, NJ.
Celik, A. O., Diplas, P., Dancey, C. L., and Valyrakis, M. (2010). “Impulse and particle dislodgement under turbulent flow conditions.” Phys. Fluids, 22(4), 046601.
Chang, K. S., and Constantinescu, G. (2015). “Numerical investigation of flow and turbulence structure through and around a circular array of rigid cylinders.” J. Fluid Mech., 776, 161–199.
Chang, W. Y., Constantinescu, G., Lien, H. G., Tsai, W. F., Lai, J. S., and Loh, C. H. (2013). “Flow structure and sediment entrainment mechanisms around bridge piers of varying geometrical complexity.” J. Hydraul. Eng., 812–826.
Chen, H. C. (2002) “Numerical simulation of scour around complex piers in cohesive soil.” 1st Int. Conf. on Scour of Foundations, Texas A&M Univ., College Station, TX, 14–33.
Cheng, N. S., Chiew, M. Y., and Chen, X. (2016). “Scaling analysis of pier scouring processes.” J. Hydraul. Eng., 06016005.
Choi, S. U., and Yang, W. (2002). “Numerical simulation of 3-D flows around bridge piers.” 1st Int. Conf. on Scour of Foundations, Texas A&M Univ., College Station, TX, 206–213.
Diehl, T. H. (1997). “Potential drift accumulation at bridges.”, FHWA, Turner-Fairbank Highway Research Center, McLean, VA.
Ettema, R., Constantinescu, G., and Melville, B. W. (2011). “Evaluation of bridge scour research: Pier scour processes and predictions.”, National Cooperative Highway Program, Washington, DC.
Ettema, R., Kirkil, G., and Muste, M. (2006). “Similitude of large-scale turbulence in scour around cylinders.” J. Hydraul. Eng., 33–40.
Garcia, M. H., ed. (2006). Sedimentation engineering: Processes, measurements, modeling, and practice, ASCE, Reston, VA.
Ge, L., Lee, S. O., Sotiropoulos, F., and Sturm, T. (2005). “3D unsteady RANS modelling of complex hydraulic engineering flows. II: Model validation and flow physics.” J. Hydraul. Eng., 809–820.
Guo, J., Kerenyi, K., and Pagan-Ortiz, J. (2009). “Bridge pressure flow scour for clear water conditions.”, FHWA, McLean, VA.
Hjorth, P. (1975). Studies on the nature of local scour, Institute of Technology, Lund, Sweden.
Hughes, S. A., Thornton, C. I., Scholl, B. N., Turner, M. O., and Youngblood, N. (2012). “Bonner bridge pier scour physical modeling test program.”, Colorado State Univ., Ft. Collins, CO.
Iowa DOT. (2016). Bridge design manual, Office of Bridges and Structures, Iowa Dept. of Transportation, Ames, IA.
Kirby, A. M., Roca, M., Kitchen, A., Escarameia, M., and Chesterton, O. J. (2015). Manual on scour at bridges and other hydraulic structures, 2nd Ed., CIRIA, London.
Kirkil, G., and Constantinescu, G. (2009). “Nature of flow and turbulence structure around an in-stream vertical plate in a shallow channel and the implications for sediment erosion.” Water Resour. Res., 45(6), W06412.
Kirkil, G., and Constantinescu, G. (2015). “Effects of cylinder Reynolds number on the turbulent horseshoe vortex system and near wake of a surface-mounted circular cylinder.” Phys. Fluids, 27(7), 075102.
Kirkil, G., Constantinescu, G., and Ettema, R. (2009). “DES investigation of turbulence and sediment transport at a circular pier with scour hole.” J. Hydraul. Eng., 888–901.
Kirkil, G., Constantinescu, S. G., and Ettema, R. (2006). “Investigation of the velocity and pressure fluctuation distributions inside the turbulent horseshoe vortex system around a circular bridge pier.” Int. Conf. on Fluvial Hydraulics, River Flow 2006, International Association of Hydro-Envirnment Engineering and Research, Madrid, Spain.
Kirkil, G., Constantinescu, S. G., and Ettema, R. (2008). “Coherent structures in the flow field around a circular cylinder with scour hole.” J. Hydraul. Eng., 572–587.
Koken, M., and Constantinescu, G. (2008a). “An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel. I: Conditions corresponding to the initiation of the erosion and deposition process.” Water Resour. Res., 44(8), W08406.
Koken, M., and Constantinescu, G. (2008b). “An investigation of the flow and scour mechanisms around isolated spur dikes in a shallow open channel. II: Conditions corresponding to the final stages of the erosion and deposition process.” Water Resour. Res., 44(8), W08407.
Koken, M., and Constantinescu, G. (2009). “An investigation of the dynamics of coherent structures in a turbulent channel flow with a vertical sidewall obstruction.” Phys. Fluids, 21, 085104.
Kraft, S., Wang, Y., and Oberlack, M. (2011). “Large eddy simulation of sediment deformation in a turbulent flow by means of level-set method.” J. Hydraul. Eng., 1394–1405.
Lagasse, P. F. (2004). “Evaluation and update of NCHRP project 24-08, ‘Scour at bridge foundations: Research needs’.”, National Cooperative Highway Program, Washington, DC.
Lagasse, P. F., Clopper, P. E., Zevenbergen, L. W., Spitz, W. J., and Girard, L. G. (2010). “Effects of debris on bridge pier scour.”, Transportation Research Board, Washington, DC.
Lagasse, P. F., Ghosen, M., Johnson, P. A., Zevenbergen, L. W., and Clopper, P. E. (2013). “Reference guide to applying risk and reliability-based approaches for bridge scour prediction.”, Transportation Research Board, Washington, DC.
Laursen, E. M., and Toch, A. (1956). Scour around bridge piers and abutments, Iowa Highways Research Board, Ames, IA.
Ling, S. C., and Hubbard, P. G. (1956). “The hot-film anemometer: A new device for fluid mechanics research.” J. Aeronaut. Sci., 23(9), 890–891.
Lyn, D. A. (2008). “Pressure-flow scour: A re-examination of the HEC-18 equation.” J. Hydraul. Eng., 1015–1020.
McCoy, A., Constantinescu, G., and Weber, L. J. (2008). “Numerical investigation of flow hydrodynamics in a channel with a series of groynes.” J. Hydraul. Eng., 157–172.
Melville, B. W., and Coleman, S. E. (2000). Bridge scour, Water Resources Publications, Highlands Ranch, CO.
Melville, B. W., and Dongol, D. M. S. (1992). “Bridge scour with debris accumulation.” J. Hydraul. Eng., 1306–1310.
Melville, B. W., and Raudkivi, A. J. (1977). “Flow characteristics in local scour at bridge piers.” J. Hydraul. Res., 15(4), 373–380.
Nagata, N., Hosoda, T., Nakato, T., and Muramoto, Y. (2005). “Three dimensional numerical model for flow and bed deformations around river bed structures.” J. Hydraul. Eng., 1074–1087.
Nurtjahyo, P., Chen, H. C., Briaud, J. L., Li, Y., and Wang, J. (2002). “Bed shear stress around rectangular pier: Numerical approach.” 1st Int. Conf. on Scour of Foundations, Texas A&M Univ., College Station, TX, 242–256.
Olsen, N. B. R., and Melaaen, M. C. (1993). “Three dimensional calculation of scour around cylinders.” J. Hydraul. Eng., 1048–1054.
Olsen, N. R. B., and Kjellesvig, H. M. (1998). “Three dimensional numerical flow modeling for estimation of maximum local scour depth.” J. Hydraul. Res., 36(4), 579–590.
Paik, J., Escauriaza, C., and Sotiropoulos, F. (2007). “On the bimodal dynamics of the turbulent horseshoe vortex system in a wing body junction.” Phys. Fluids, 19(3), 47–55.
Paik, J., Ge, L., and Sotiropoulos, F. (2004). “Toward the simulation of complex 3D shear flows using unsteady statistical turbulence models.” Int. J. Heat Fluid Flow, 25(3), 513–527.
Parola, A. C., Hagerty, D. J., Mueller, D. S., Melville, B. W., Parker, G., and Usher, J. S. (1996). “Scour at bridge foundations: Research needs.”, National Co-operative Highway Research Program, Washington, DC.
Prost, G. L. (2014). Remote sensing for geoscientists: Image integration and processing, CRC Press, Taylor & Francis, Boca Raton, FL.
Richardson, E. V., and Davis, S. R. (2001). Evaluating scour at bridges, 4th Ed., Federal Highway Administration, U.S. Dept. of Transportation, Washington, DC.
Richardson, J. E., and Panchang, V. G. (1998). “Three-dimensional simulation of scour-inducing flow at bridge piers.” J. Hydraul. Eng., 530–540.
Rodi, W. (1997). “Comparison of LES and RANS calculations of the flow around bluff bodies.” J. Wind Eng. Ind. Aerodyn., 69–71, 55–75.
Rodi, W., Constantinescu, G., and Stoesser, T. (2013). Large eddy simulation in hydraulics, CRC Press, Taylor & Francis Group, London.
Rodi, W., Ferziger, J. H., Breuer, M., and Pourquie, M. (1997). “Status of LES: Results of a workshop.” J. Fluids Eng., 119(2), 248–262.
Roulund, A., Sumer, B. M., Fredsoe, J., and Michelsen, J. (2002). “3-D numerical modeling of flow and scour around a pile.” 1st Int. Conf. on Scour of Foundations, Texas A&M Univ., College Station, TX, 795–809.
Roulund, A., Sumer, B. M., Fredsoe, J., and Michelsen, J. (2005). “Numerical and experimental investigation of flow and scour around a circular pile.” J. Fluid Mech., 534, 351–401.
Salaheldin, T. M., Imran, J., and Chaudhry, M. H. (2004). “Numerical modeling of three-dimensional flow field around circular piers.” J. Hydraul. Eng., 91–100.
Sheppard, D. M., and Miller, W. (2006). “Live-bed local pier scour experiments.” J. Hydraul. Eng., 635–642.
Sheppard, M., Demir, H., and Melville, B. W. (2011). “Scour at wide piers and long skewed piers.”, National Cooperative Highway Program, Washington, DC.
Simpson, R. L. (2001). “Junction flows.” Ann. Rev. Fluid Mech., 33(1), 415–443.
Sturm, T., Ettema, R., and Melville, B. W. (2011). “Evaluation of bridge scour research: Abutment and contraction scour processes and predictions.”, National Cooperative Highway Program, Washington, DC.
Sumer, B. M., Chua, L. H. C., Cheng, N. S., and Fredsoe, J. (2003). “Influence of turbulence on bed load sediment transport.” J. Hydraul. Eng., 585–596.
Tokyay, T., and Constantinescu, S. G. (2006). “Validation of a large eddy simulation model to simulate flow in pump intakes of realistic geometry.” J. Hydraul. Eng., 1303–1315.
Tsakiris, A. G., Papanicoloau, A. N., Moustakidis, I. V., and Abban, B. K. (2015). “Identification of the burial depth of radio frequency identification transponders in riverine applications.” J. Hydraul. Eng., 04015007.
Tseng, M. H., Yen, C. L., and Song, C. C. S. (2000). “Computation of three-dimensional flow around square and circular piers.” Int. J. Numer. Methods Fluids, 34(3), 207–227.
Van Rijn, L. C. (1993). Principles of sediment transport in rivers, estuaries and coastal seas, Aqua Publications, Amsterdam, Netherlands.
Vasquez, J. A., and Walsh, B. W. (2009). “CFD simulation of local scour in complex piers under tidal flow.” Proc., 33rd Congress, International Association of Hydraulic Engeering and Research, Vancouver, BC, Canada.
Wang, S. S. Y., and Jia, Y. (2000). “Numerical study of turbulent flow around submerged spur dike.” 4th Int. Conf. on Hydro-Science and Engineering, National Center for Computational Hydroscience and Engineering, Univ. of Mississippi, Oxford, MS.
Wei, G., Chen, H. C., Ting, F., Briaud, J. L., Gudavalli, S. R., and Perugu, S. (1997). “Numerical simulation to study scour rate in cohesive soils.”, Dept. of Civil Engineering, Texas A&M Univ., College Station, TX.
Zevenbergen, L., Thorne, C. R., Spitz, W. J., and Huang, X. (2011). “Evaluation of bridge scour research: Geomorphic processes and predictions.”, National Cooperative Highway Program, Washington, DC.
Zevenbergen, L. W., Arneson, L. A., Hunt, J. W., and Miller, A. C. (2012). “Hydraulic design of safe bridges.”, Federal Highway Administration, McLean, VA.

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Journal of Hydraulic Engineering
Volume 143Issue 9September 2017

History

Received: Jun 28, 2016
Accepted: Feb 21, 2017
Published online: Jun 10, 2017
Published in print: Sep 1, 2017
Discussion open until: Nov 10, 2017

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Authors

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Robert Ettema, F.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Colorado State Univ., Fort Collins, CO 80526 (corresponding author). E-mail: [email protected]
George Constantinescu, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Iowa, Iowa City, IA 52242. E-mail: [email protected]
Bruce W. Melville, M.ASCE [email protected]
Professor, Dept. of Civil and Environmental Engineering, Univ. of Auckland, Auckland 1010, New Zealand. E-mail: [email protected]

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