References
- Apsilidis, N., Diplas, P., Dancey, C. L., & Bouratsis, P. (2015). Time-resolved flow dynamics and Reynolds number effects at a wall–cylinder junction. Journal of Fluid Mechanics, 776, 475–511. https://doi.org/https://doi.org/10.1017/jfm.2015.341
- Batac, R., Longjas, A., & Monterola, C. (2012). Statistical distributions of avalanche size and waiting times in an inter-sandpile cascade model. Physica A: Statistical Mechanics and its Applications, 391(3), 616–624. https://doi.org/https://doi.org/10.1016/j.physa.2011.08.032
- Brevis, W., & García-Villalba, M. (2011). Shallow-flow visualization analysis by proper orthogonal decomposition. Journal of Hydraulic Research, 49(5), 586–594. https://doi.org/https://doi.org/10.1080/00221686.2011.585012
- Camporeale, C., Perucca, E., Ridolfi, L., & Gurnell, A. M. (2013). Modeling the interactions between river morphodynamics and riparian vegetation. Reviews of Geophysics, 51(3), 379–414. https://doi.org/https://doi.org/10.1002/rog.20014
- Chen, Q., Qi, M., Zhong, Q., & Li, D. (2017). Experimental study on the multimodal dynamics of the turbulent horseshoe vortex system around a circular cylinder. Physics of Fluids, 29(1), 015106. https://doi.org/https://doi.org/10.1063/1.4974523
- Cheng, Z., Koken, M., & Constantinescu, G. (2018). Approximate methodology to account for effects of coherent structures on sediment entrainment in RANS simulations with a movable bed and applications to pier scour. Advances in Water Resources, 120, 65–82. https://doi.org/https://doi.org/10.1016/j.adv-watres.2017.05.019
- Chiew, Y. M. (1984). Local scour at bridge piers [Doctoral dissertation, Auckland University]. Libraries and learning services. http://hdl.handle.net/2292/2520
- Chiew, Y. M., & Melville, B. W. (1987). Local scour around bridge piers. Journal of Hydraulic Research, 25(1), 15–26. https://doi.org/https://doi.org/10.1080/00221688709499285
- Dargahi, B. (1989). The turbulent flow field around a circular cylinder. Experiments in Fluids, 8(1–2), 1–12. https://doi.org/https://doi.org/10.1007/BF00203058
- Devenport, W. J., & Simpson, R. L. (1990). Time-depeiident and time-averaged turbulence structure near the nose of a wing-body junction. Journal of Fluid Mechanics, 210, 23–55. https://doi.org/https://doi.org/10.1017/S0022112090001215
- Escauriaza, C., & Sotiropoulos, F. (2011a). Initial stages of erosion and bed form development in a turbulent flow around a cylindrical pier. Journal of Geophysical Research: Earth Surface, 116(F3) 24 pages. https://doi.org/https://doi.org/10.1029/2010JF001749
- Escauriaza, C., & Sotiropoulos, F. (2011b). Lagrangian model of bed-load transport in turbulent junction flows. Journal of Fluid Mechanics, 666, 36–76. https://doi.org/https://doi.org/10.1017/S002-2112010004192
- Escauriaza, C., & Sotiropoulos, F. (2011c). Reynolds number effects on the coherent dynamics of the turbulent horseshoe vortex system. Flow, Turbulence and Combustion, 86(2), 231–262. https://doi.org/https://doi.org/10.1007/s10494-010-9315-y
- Euler, T., Herget, J., Schlömer, O., & Benito, G. (2017). Hydromorphological processes at submerged solitary boulder obstacles in streams. Catena, 157, 250–267. https://doi.org/https://doi.org/10.1016/j.catena.2017.05.028
- Fox, J. F., Papanicolaou, A. N., Hobbs, B., Kramer, C., & Kjos, L. (2005). Fluid-sediment dynamics around a barb: An experimental case study of a hydraulic structure for the Pacific Northwest. Canadian Journal of Civil Engineering, 32(5), 853–867. https://doi.org/https://doi.org/10.1139/l05-033
- Gobert, C., Link, O., Manhart, M., & Zanke, U. (2009). Discussion of ‘Coherent structures in the flow field around a circular cylinder with scour hole’ by G. Kirkil, S. G. Constaninescu, and R. Ettema. Journal of Hydraulic Engineering, 136(1), 82–84. https://doi.org/https://doi.org/10.1061/(ASCE)HY.1943-7900.000-0032
- Guan, D., Chiew, Y. M., Wei, M., & Hsieh, S. C. (2019). Characterization of horseshoe vortex in a developing scour hole at a cylindrical bridge pier. International Journal of Sediment Research, 34(2), 118–124. https://doi.org/https://doi.org/10.1016/j.ijsrc.2018.07.001
- Higham, J. E., Brevis, W., & Keylock, C. J. (2016). A rapid non-iterative proper orthogonal decomposition based outlier detection and correction for PIV data. Measurement Science and Technology, 27(12), 125303. https://doi.org/https://doi.org/10.1088/0957-0233/27/12/125303
- Higham, J. E., Brevis, W., & Keylock, C. J. (2018). Implications of the selection of a particular modal decomposition technique for the analysis of shallow flows. Journal of Hydraulic Research, 56(6), 796–805. https://doi.org/https://doi.org/10.1080/00221686.2017.1419990
- Jenssen, U. (2019). Experimental study of the flow field around a scouring bridge pier [Doctoral dissertation, Technical University of München]. The media and publications repository of the Technical University of Munich. http://mediatum.ub.tum.de/doc/1462170/
- Kim, H. S., Nabi, M., Kimura, I., & Shimizu, Y. (2015). Computational modeling of flow and morphodynamics through rigid-emergent vegetation. Advances in Water Resources, 84, 64–86. https://doi.org/https://doi.org/10.1016/j.advwatres.2015.07.020
- Kirkil, G., Constantinescu, S. G., & Ettema, R. (2008). Coherent structures in the flow field around a circular cylinder with scour hole. Journal of Hydraulic Engineering, 134(5), 572–587. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9429(2008)134:5(572)
- Link, O., Castillo, C., Pizarro, A., Rojas, A., Ettmer, B., Escauriaza, C., & Manfreda, S. (2017). A model of bridge pier scour during flood waves. Journal of Hydraulic Research, 55(3), 310–323. https://doi.org/https://doi.org/10.1080/00221686.2016.1252802
- Link, O., González, C., Maldonado, M., & Escauriaza, C. (2012). Coherent structure dynamics and sediment particle motion around a cylindrical pier in developing scour holes. Acta Geophysica, 60(6), 1689–1719. https://doi.org/https://doi.org/10.2478/s11600-012-0068-y
- Link, O., Henríquez, S., & Ettmer, B. (2019). Physical scale modelling of scour around bridge piers. Journal of Hydraulic Research, 57(2), 227–237. https://doi.org/https://doi.org/10.1080/00221686.2018.1475428
- Mattioli, M., Alsina, J. M., Mancinelli, A., Miozzi, M., & Brocchini, M. (2012). Experimental investigation of the nearbed dynamics around a submarine pipeline laying on different types of seabed: The interaction between turbulent structures and particles. Advances in Water Resources, 48, 31–46. https://doi.org/https://doi.org/10.1016/j.advwatres.2012.04.010
- Olsen, N. R. B., & Kjellesvig, H. M. (1998). Three-dimensional numerical flow modeling for estimation of maximum local scour depth. Journal of Hydraulic Research, 36(4), 579–590. https://doi.org/https://doi.org/10.1080/00221689809498610
- Paik, J., Escauriaza, C., & Sotiropoulos, F. (2007). On the bimodal dynamics of the turbulent horseshoe vortex system in a wing-body junction. Physics of Fluids, 19(4), 045107. https://doi.org/https://doi.org/10.1063/1.2716813
- Pizarro, A., Ettmer, B., Manfreda, S., Rojas, A., & Link, O. (2017). Dimensionless effective flow work for estimation of pier scour caused by flood waves. Journal of Hydraulic Engineering, 143(7), 06017006. https://doi.org/https://doi.org/10.1061/(ASCE)-HY.1943-7900.0001295
- Quezada, M., Tamburrino, A., & Niño, Y. (2018). Numerical simulation of scour around circular piles due to unsteady currents and oscillatory flows. Engineering Applications of Computational Fluid Mechanics, 12(1), 354–374. https://doi.org/https://doi.org/10.1080/19942060.2018.1438924
- Quezada, M., Tamburrino, A., & Niño, Y. (2019). Numerical study of the hydrodynamics of waves and currents and their effects in pier scouring. Water, 11(11), 2256. https://doi.org/https://doi.org/10.3390/w11112256
- Roulund, A., Sumer, B. M., Fredsøe, J., & Michelsen, J. (2005). Numerical and experimental investigation of flow and scour around a circular pile. Journal of Fluid Mechanics, 534,351–401. https://doi.org/https://doi.org/10.1017/S0022112005004507
- Schanderl, W., Jenssen, U., & Manhart, M. (2017). Near-wall stress balance in front of a wall-mounted cylinder. Flow, Turbulence and Combustion, 99(3-4), 665–684. https://doi.org/https://doi.org/10.1007/s10494-017-9865-3
- Schanderl, W., Jenssen, U., Strobl, C., & Manhart, M. (2017). The structure and budget of turbulent kinetic energy in front of a wall-mounted cylinder. Journal of Fluid Mechanics, 827, 285–321. https://doi.org/https://doi.org/10.1017/jfm.2017.486
- Schanderl, W., & Manhart, M. (2016). Reliability of wall shear stress estimations of the flow around a wall-mounted cylinder. Computers & Fluids, 128, 16–29. https://doi.org/https://doi.org/10.1016/j.compfluid.2016.01.002
- Vargas-Luna, A., Crosato, A., & Uijttewaal, W. S. J. (2015). Effects of vegetation on flow and sediment transport: Comparative analyses and validation of predicting models. Earth Surface Processes and Landforms, 40(2), 157–176. https://doi.org/https://doi.org/10.1002/esp.3633
- Yagci, O., Tschiesche, U., & Kabdasli, M. S. (2010). The role of different forms of natural riparian vegetation on turbulence and kinetic energy characteristics. Advances in Water Resources, 33(5), 601–614. https://doi.org/https://doi.org/10.1016/j.advwatres.2010.03.008
- Yager, E. M., & Schmeeckle, M. W. (2013). The influence of vegetation on turbulence and bed load transport. Journal of Geophysical Research: Earth Surface, 118(3), 1585–1601. https://doi.org/https://doi.org/10.1002/jgrf.20085
- Yanmaz, A. M., & Altinbilek, H. D. (1991). Study of time-dependent local scour around bridge piers. Journal of Hydraulic Engineering, 117(10), 1247–1268. https://doi.org/https://doi.org/10.1061/(ASCE)0733-9429(1991)117:10(1247)