Assessment the Effects of Different Parameters to Rate Scour around Single Piers and Pile Groups: A Review

Ansari S, Kothyari U, Ranga Raju K (2002) Influence of cohesion on scour around bridge piers. J Hydraul Res 40:717–729 Beg M, Beg S (2013) Scour reduction around bridge piers: a review. Int J Eng Invent 2:7–15 Breusers H, Raudkivi AJ (1991) Scouring, vol viii. Balkema, Rotterdam, 143 p.: ill Breusers H, Nicollet G, Shen H (1977) Local scour around cylindrical piers. J Hydraul Res 15:211–252 Brørs B (1999) Numerical modeling of flow and scour at pipelines. J Hydraul Eng 125:511–523 Carollo FG, Ferro V, Termini D (2005) Analyzing turbulence intensity in gravel bed channels. J Hydraul Eng 131:1050–1061 Chabert J, Engeldinger P (1956) Study of scour around bridge piers. Rep. Prepared for the Laboratoire National d’Hydraulique, 1956 Chen X, Chiew Y-M (2004) Velocity distribution of turbulent open-channel flow with bed suction. J Hydraul Eng 130:140–148 Chiew YM (1984) Local scour at bridge piers. ResearchSpace@, Auckland Chiew Y, Melville B (1987) Local scour around bridge piers. J Hydraul Res 25:15–26 Coleman SE (2005) Clearwater local scour at complex piers. J Hydraul Eng 131:330–334 Dargahi B (1990) Controlling mechanism of local scouring. J Hydraul Eng 116:1197–1214 Dey S (1997) Local scour at piers, part I: a review of developments of research. Int J Sediment Res Beijing, China 12:23–46 Duc BM, Wenka T, Rodi W (2004) Numerical modeling of bed deformation in laboratory channels. J Hydraul Eng 130:894–904 Ettema R (1980) Scour at bridge piers Ettema R, Melville BW, Barkdoll B (1998) Scale effect in pier-scour experiments. J Hydraul Eng 124:639–642 Ettema R, Mostafa E, Melville B, Yassin A (1998) Local scour at skewed piers. J Hydraul Eng 124:756–759 Ettema R, Kirkil G, Muste M (2006) Similitude of large-scale turbulence in experiments on local scour at cylinders. J Hydraul Eng 132:33–40 Euler T, Herget J (2012) Controls on local scour and deposition induced by obstacles in fluvial environments. CATENA 91:35–46 Franzetti S, Larcan E, Mignosa P (1982) Influence of tests duration on the evaluation of ultimate scour around circular piers. Istituto di Idraulica e Costruzioni Idrauliche Gothel O (2008) Numerical modeling of flow and wave-induced scour around vertical structures. PhD thesis, Leibniz University of Hanover, Faculty of Civil Engineering and Geodesy, Hanover, Germany Grimaldi C, Gaudio R, Calomino F, Cardoso AH (2009) Countermeasures against local scouring at bridge piers: slot and combined system of slot and bed sill. J Hydraul Eng 135:425–431 Heidarpour M, Khodarahmi Z, Mousavi S (2003) Control and reduction of local scour at bridge pier groups using slot. In Proceedings of XXX international association of hydraulic research congress, Thessaloniki, Greece, pp 24–29 Heidarpour M, Afzalimehr H, Izadinia E (2010) Reduction of local scour around bridge pier groups using collars. Int J Sedim Res 25:411–422 Hirshfield F (2015) The impact of ice conditions on local scour around bridge piers. University of Northern British Columbia, 2015 Hodi B (2009) Effect of blockage and densimetric Froude number on circular bridge pier local scour. Civil and Environmental Engineering, Master of Applied Science, Windsor, Ontario, Canada, pp 1–98 Høgedal M, Hald T (2005) Scour assessment and design for scour for monopile foundations for offshore wind turbines. In: Copenhagen Offshore Wind. pp 1–10 Izadinia E, Heidarpour M, Schleiss AJ (2013) Investigation of turbulence flow and sediment entrainment around a bridge pier. Stoch Env Res Risk Assess 27:1303–1314 Jain SC, Fischer EE (1979) Scour around circular bridge piers at high Froude numbers, Iowa Univ., Iowa City. Inst. of Hydraulic Research. Federal Highway Administration, Washington, DC Jamieson E, Rennie C, Jacobson R, Townsend R (2011) 3-D flow and scour near a submerged wing dike: ADCP measurements on the Missouri River. Water Resour Res. https://doi.org/10.1029/2010WR010043 Johnson DB, Maltz DA (1996) Dynamic source routing in ad hoc wireless networks. In: Mobile computing. Springer, pp 153–181 Karim OA, Ali K (2000) Prediction of flow patterns in local scour holes caused by turbulent water jets. J Hydraul Res 38:279–287 Kumar V, Raju KGR, Vittal N (1999) Reduction of local scour around bridge piers using slots and collars. J Hydraul Eng 125:1302–1305 Lagasse PF, Richardson EV (2001) ASCE compendium of stream stability and bridge scour papers. J Hydraul Eng 127:531–533 Lauchlan CS, Melville BW (2001) Riprap protection at bridge piers. J Hydraul Eng 127:412–418 Laursen EM, Toch A (1956) Scour around bridge piers and abutments, vol 4. Iowa Highway Research Board, Ames, IA Lesser G, Roelvink JV, Van Kester J, Stelling G (2004) Development and validation of a three-dimensional morphological model. Coast Eng 51:883–915 Liang D, Cheng L, Li F (2005) Numerical modeling of flow and scour below a pipeline in currents: part II. Scour simulation. Coast Eng 52:43–62 Lin YB, Chang KC, Lai J-S, Wu I-W (2004) Applications of optical fiber sensor on local scour monitoring. In: Sensors, 2004. Proceedings of IEEE, 2004, pp 832–835 Link O (2006) Time scale of scour around a cylindrical pier in sand and gravel. In: Third Chinese-German joint symposium on coastal and ocean engineering, National Cheng Kung University, Tainan November, 2006, pp 8–16 Liu X, García MH (2008) Three-dimensional numerical model with free water surface and mesh deformation for local sediment scour. J Waterw Port Coast Ocean Eng 134:203–217 Melville BW (1997) Pier and abutment scour: integrated approach. J Hydraul Eng 123:125–136 Melville B (2008) The physics of local scour at bridge piers. In: Fourth international conference on scour and erosion, 2008, pp 28–38 Melville BW, Chiew Y-M (1999) Time scale for local scour at bridge piers. J Hydraul Res 125:59–65 Melville BW, Coleman SE (2000) Bridge scour. Water Resources Publication, Colorado Melville BW, Raudkivi AJ (1977) Flow characteristics in local scour at bridge piers. J Hydraul Res 15:373–380 Melville B, Sutherland A (1988) Design method for local scour at bridge piers. J Hydraul Res 114:1210–1226 Mia MF, Nago H (2003) Design method of time-dependent local scour at circular bridge pier. J Hydraul Eng 129:420–427 Mohamed YA, Abdel-Aal GM, Nasr-Allah TH, Shawky AA (2016) Experimental and theoretical investigations of scour at bridge abutment. J King Saud Univ Eng Sci 28:32–40 Mohammed TA, Noor M, Ghazali AH, Yusuf B, Saed K (2006) Physical modeling of local scouring around bridge piers in erodable bed. J King Saud Univ 19:195–207 Muzzammil M, Gangadharaiah T, Gupta A (2004) An experimental investigation of a horseshoe vortex induced by a bridge pier. In Proceedings of the institution of civil engineers-water management, pp 109–119 Oliveto G, Hager WH (2005) Further results to time-dependent local scour at bridgeelements. J Hydraul Eng 131:97–105 Parola A, Mahavadi S, Brown B, El Khoury A (1996) Effects of rectangular foundation geometry on local pier scour. J Hydraul Eng 122:35–40 Qi M, Chiew Y-M, Hong J-H (2012) Suction effects on bridge pier scour under clear-water conditions. J Hydraul Eng 139:621–629 Radice A, Franzetti S, Ballio F (2002) Local scour at bridge abutments. In: River flow 2002, international conference on fluvial hydraulics, 2002, pp 1059–1068 Raudkivi AJ (1986) Functional trends of scour at bridge piers. Journal of HydraulEng 112:1–13 Raudkivi AJ, Ettema R (1983) Clear-water scour at cylindrical piers. J Hydraul Eng 109:338–350 Roulund A (2000) Three-dimensional numerical modelling of flow around a bottom-mounted pile and its application to scour. Ph. D. Thesis. Department of Hydrodynamics and Water Resources, Technical University of Denmark Roulund A, Sumer BM, Fredsøe J, Michelsen J (2005) Numerical and experimental investigation of flow and scour around a circular pile. J Fluid Mech 534:351–401 Rudolph D, Bos K, Luijendijk A, Rietema K, Out J (2004) Scour around offshore structures–analysis of field measurements. In: Proceedings 2nd international conference on scour and erosion, 2004, pp 14–17 Setia B, Bhatia K (2013) Sour protection by a slot through a model bridge pier. J Indian Water Resour Soc 33:9–15 Tafarojnoruz A, Gaudio R, Dey S (2010) Flow-altering countermeasures against scour at bridge piers: a review. J Hydraul Res 48:441–452 Termini D (2011) Bed scouring downstream of hydraulic structures under steady flow conditions: experimental analysis of space and time scales and implications for mathematical modeling. CATENA 84:125–135 Van Beek F, Wind H (1990) Numerical modelling of erosion and sedimentation around offshore pipelines. Coast Eng 14:107–128 Weilbeer H (2001) Numerische Simulation von Strömung und Kolkung an Wasserbauwerken: Inst. für Strömungsmechanik und Elektron. Rechnen im Bauwesen, Univ. Hannover. Weilbeer H, Jankowski J (2000) A three-dimensional non-hydrostatic model for free surface flows–development, verification and limitations. In: Proceedings of 6th international conference estuarine and coastal modeling, 2000, pp 162–177 Whitehouse R, Harris J, Sutherland J, Rees J (2008) An assessment of field data for scour at offshore wind turbine foundations. In: Fourth international conference on scour and erosion, vol 13. pp 329–335 Whitehouse RJ, Harris JM, Sutherland J, Rees J (2011) The nature of scour development and scour protection at offshore windfarm foundations. Mar Pollut Bull 62:73–88 Yagci O, Celik MF, Kitsikoudis V, Kirca VO, Hodoglu C, Valyrakis M et al (2016) Scour patterns around isolated vegetation elements. Adv Water Resour 97:251–265 Yanmaz AM, Üstün I (2001) Generalized reliability model for local scour around bridge piers of various shapes. Turk J Eng Environ Sci 25:687–698