J Fluid Mech 210:23–55ĭey S (1991) Clear water scour around circular bridge piers: a model. J Hydraul Eng 116(10):1197–1214ĭevenport WJ, Simpson RL (1990) Time-depeiident and time-averaged turbulence structure near the nose of a wing-body junction. Exp Fluids 8(1–2):1–12ĭargahi B (1990) Controlling mechanism of local scouring. TRITA-VBI, bulletin no, p 137ĭargahi B (1989) The turbulent flow field around a circular cylinder.
AIAA J 33(12):2288–2292ĭargahi B (1987) Flow field and local scouring around a pier. Water 11(12):2458Ĭoon MD, Tobak M (1995) Experimental study of saddle point of attachment in laminar juncture flow. Phys Fluids 29(1):015106Ĭheng N-S, Wei M (2019) Scaling of scour depth at bridge pier based on characteristic dimension of large-scale vortex. J Hydraul Res 15(3):211–252Ĭhen Q, Qi M, Zhong Q, Li D (2017) Experimental study on the multimodal dynamics of the turbulent horseshoe vortex system around a circular cylinder. IAHR, AA Balkema, Rotterdam, p 143īreusers H, Nicollet G, Shen H (1977) Local scour around cylindrical piers.
Wall shear stress paraview manual#
Arch Mech 28(5–6):773–780īreusers H, Raudkivi A (1991) Scouring, hydraulic structures design manual 2. Int J Num Methods Fluid 28(4):601–616īossel U, Honnold F (1976) On the formation of horseshoe vortices in plate fin heat exchangers. ICSE, New York, pp 147–151īosch G, Rodi W (1998) Simulation of vortex shedding past a square cylinder with different turbulence models. In: Proceedings of the 4th international conference on scour and erosion, vol 4. J Fluid Mech 565:105–114īihs H, Olsen NRB (2008) Three-dimensional numerical modeling of pier scour. Philos Trans R Soc A Math Phys Eng Sci 373(2033):20140104īhattacharya P, Manoharan M, Govindarajan R, Narasimha R (2006) The critical reynolds number of a laminar incompressible mixing layer from minimal composite theory. ASME J Fluids Eng 113:233–242īaykal C, Sumer BM, Fuhrman DR, Jacobsen NG, Fredsøe J (2015) Numerical investigation of flow and scour around a vertical circular cylinder. J Fluids Eng 113(3):489–495īallio F, Bettoni C, Franzetti S (1998) A survey of time-averaged characteristics of laminar and turbulent horseshoe vortices. J Wind Eng Ind Aerodyn 6(1–2):9–23īaker CJ (1991) The oscillation of horseshoe vortex systems. University of Cambridge, Cambridgeīaker CJ (1980) The turbulent horseshoe vortex.
J Fluid Mech 95(2):347–367īaker CJ (1979b) Vortex flow around the bases of obstacles. 18īaker CJ (1979a) The laminar horseshoe vortex. J Fluid Mech 776:475–511Īrneson L, Zevenbergen L, Lagasse P, Clopper P (2012) Evaluating scour at bridges. ASCE, New York, pp 179–179Īpsilidis N, Diplas P, Dancey CL, Bouratsis P (2015) Time-resolved flow dynamics and reynolds number effects at a wall-cylinder junction. In: Stream stability and scour at highway bridges: compendium of stream stability and scour papers presented at conferences sponsored by the water resources engineering (hydraulics) Division of the American Society of Civil Engineers. Phys Fluids 31(8):085105Īli KH, Karim OA, O’Connor BA (1997) Flow patterns around bridge piers and offshore structures. J Hydraul Eng 124(3):288–300Īlfonsi G, Ferraro D, Lauria A, Gaudio R (2019) Large-eddy simulation of turbulent natural-bed flow. River Flow 2010:211–218Īhmed F, Rajaratnam N (1998) Flow around bridge piers. Īghaee Y, Hakimzadeh H (2010) Three dimensional numerical modeling of flow around bridge piers using LES and RANS.
J Offshore Mech Arct Eng 137(3):032001Īfzal MS, Bihs H, Kumar L (2020) Computational fluid dynamics modeling of abutment scour under steady current using the level set method. AASHTO (2010) LRFD bridge design specifications, 5th edn, Washington, DCĪfzal MS, Bihs H, Kamath A, Arntsen ØA (2015) Three-dimensional numerical modeling of pier scour under current and waves using level-set method.
0 kommentar(er)
