1. Amoudry, L. O., and Liu, P. F., 2009. Two-dimensional, two-phase granular sediment transport model with applications to scouring downstream of an apron. Coastal Engineering, 56(7): 693-702. [ DOI:10.1016/j.coastaleng.2009.01.006] 2. Bakhtyar, R., Yeganeh-Bakhtiary, A., Barry, D. A., Ghaheri, A., 2009. Two-phase hydrodynamic and sediment transport modeling of wave-generated sheet flow. Advances in Water Resources, 32(8): 1267-1283. [ DOI:10.1016/j.advwatres.2009.05.002] 3. Chauchat, J., Cheng, Z., Nagel, T., Bonamy, C., Hsu, T. J., 2017. SedFoam-2.0: a 3-D two-phase flow numerical model for sediment transport. Geoscientific Model Development, 10(12). [ DOI:10.5194/gmd-10-4367-2017] 4. Chauchat, J., and Guillou, S., 2008. On turbulence closures for two‐phase sediment‐laden flow models. Journal of Geophysical Research: Oceans, 113(C11). [ DOI:10.1029/2007JC004708] 5. Cheng, Z. H. E. N., Hsu, T. J., 2014. A multi-dimensional two-phase eulerian model for sediment transport-twophaseeulersedfoam (version 1.0). In Tech. Rep CACR-14-08. University of Delaware. 6. DNV, O. S. D. O. (2014). J101: Design of Offshore Wind Turbine Structures. 7. Ettema, R., Melville, B. W., & Barkdoll, B. (1998). Scale effect in pier-scour experiments. Journal of Hydraulic Engineering, 124(6): 639-642. [ DOI:10.1061/(ASCE)0733-9429(1998)124:6(639)] 8. Jia, Y., Altinakar, M., Guney, M. S., 2018. Three-dimensional numerical simulations of local scouring around bridge piers. Journal of Hydraulic Research, 56(3): 351-366. [ DOI:10.1080/00221686.2017.1356389] 9. Kazeminezhad, M.H, Yeganeh-Bakhtiary, A., Etemad-Shahidi, A., Baas, J. H., 2011. Two-phase simulation of wave-induced tunnel scour beneath marine pipelines. Journal of Hydraulic Engineering, 138(6): 517-529. [ DOI:10.1061/(ASCE)HY.1943-7900.0000540] 10. Melville, B. W., Chiew, Y. M., 1999. Time scale for local scour at bridge piers. Journal of Hydraulic Engineering, 125(1): 59-65. [ DOI:10.1061/(ASCE)0733-9429(1999)125:1(59)] 11. Melville, B. W., Dongol, D. M., 1992. Bridge pier scour with debris accumulation. Journal of Hydraulic Engineering, 118(9): 1306-1310. [ DOI:10.1061/(ASCE)0733-9429(1992)118:9(1306)] 12. Melville, B. W., Raudkivi, A. J., 1996. Effects of foundation geometry on bridge pier scour. Journal of Hydraulic Engineering, 122(4): 203-209. [ DOI:10.1061/(ASCE)0733-9429(1996)122:4(203)] 13. Stahlmann, A., 2013. Numerical and experimental modeling of scour at foundation structures for offshore wind turbines. In The Twenty-third International Offshore and Polar Engineering Conference. International Society of Offshore and Polar Engineers. 14. Sumer, B. M., 2002. The mechanics of scour in the marine environment (Vol. 17). World Scientific Publishing Company. [ DOI:10.1142/4942] 15. Sumer, B. M., Whitehouse, R. J., Tørum, A., 2001. Scour around coastal structures: a summary of recent research. Coastal Engineering, 44(2): 153-190. [ DOI:10.1016/S0378-3839(01)00024-2] 16. Richardson, E. V., Davis, S. R., 2001. Evaluating scour at bridges: Hydraulic engineering circular No. 18. Rep. FHwA NHI, 01-001. 17. 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. [ DOI:10.1017/S0022112005004507] 18. Van Wilson Jr, K., 1995. Scour at selected bridge sites in Mississippi. Water-Resources Investigations Report, 94, 4241. 19. Yeganeh-Bakhtiary, A., Kazeminezhad, M. H., Etemad-Shahidi, A., Baas, J. H., Cheng, L., 2011. Euler-Euler two-phase flow simulation of tunnel erosion beneath marine pipelines. Applied Ocean Research, 33(2): 137-146. [ DOI:10.1016/j.apor.2011.01.001]
|