بررسی آزمایشگاهی آبشستگی پایین‌دست سرریز کلید پیانویی

1.Anderson, R.M., and Tullis, B.P. 2013. Piano Key weir hydraulics and labyrinthweir comparison. J. Irrig. Drain. Engin.139: 3. 246-253.
2.Bey, A., Faruque, M.A.A. and Balachandar,R. 2007. Two- Dimensional Scour HoleProblem: Role of Fluid Structures. J. Hydr.Engin. 133: 4. 414-430.
3.Bradley, J.N., and Peterka, A.J. 1957.Hydraulic design of stilling basins. J.Hydr. Div. ASCE. 83: 1-24. Comm. Irrig.Drain. Beijing, China.
4.Dey, S., and Sarkar, A. 2006. Scourdownstream of an apron due tosubmerged horizontal jets. J. Hydr. Engin.132: 3. 246-857.
5.Farhoudi, J., and Smith, K. 1985. Localscour profiles downstream of hydraulicjump. J. Hydr. Engin. 23: 4. 343-359.
6.Hamidifar, H., and Omid, M.H. 2010.Experimental investigation of scouring ofnon-cohesive sediments at aprondownstream. J. Agric. Engin. 11: 2. 17-28(In Persian)
7.Jüstrich, S., Pfister, M., and Schleiss, A.J.2016. Mobile Riverbed ScourDownstream of a Piano Key Weir. ISH J.Hydr. Engin. 142: 11. 04016043.
8.Lempérière, F., and Ouamane, A. 2003.The Piano Keys weir: a new costeffective solution for spillways. Int. J.Hydropower Dams. 10: 5. 144-149.
9.Machiels, O., Erpicum, S., Archambeau,P., Dewals, B.J., and Pirotton, M. 2011b.Piano Key weir preliminary designmethod- Application to a new dam project.Proc. Int. conf. Labyrinth and Piano KeyWeirs, Liege, Belgium. Pp: 199-206.
10.Machiels, O., Pirotton, M., Pierre, A.,Dewals, B., and Erpicum, S. 2014.Experimental parametric study anddesign of Piano Key Weirs. J. Hydr.Rese. 52: 3. 326-335.
11.Pfister, M., Capobianco, D., Tullis, B.and Schleiss, A. 2013. Debris-blockingsensitivity of Piano Key weirs underreservoir-Type approach flow. J. Hydr.Engin. 139: 11. 1134-1141.
12.Rajaei, A., Esmaeili Varaki, M., andShafei Sabet, B. 2018. Experimentalinvestigation on local scour at thedownstream of grade control structureswith labyrinth planform. J. Hydr. Engin.Published online: 05 Aug 2018.
13.Rajaratnam, N. 1981. Erosion by planeturbulent jets. J. Hydr. Res. 19: 4. 339-358.14.Riberio, M., Pfister, M., Schleiss, A.J.,and Boillat, J.L. 2012. Hydraulic designof A-type Piano Key weirs. J. Hydr. Res.50: 4. 400-408.
15.Safarzadeh, A., and Noroozi, B. 2015.3D hydrodynamics of trapezoidalpiano key weirs. Inter. J. Civil Engin.136: 345-358.
16.Saifi, A., Hossein Zadeh Delir, A., andFarsadi Zadeh, D. 2014. Scouring at thedownstream of the broad crested weirwith two sloped side. J. Water Soil Sci.23: 177-188. (In Persian)
17.Sarathi, P., and Faruque, M.A.A., andBalachandar, R. 2008. Influence ifTailwater Depth, Sediment Size andDensimetric Froude Number on Scourby Submerged Square Wall Jets. J.Hydr. Res. 46: 2. 158-175.