Scour at the downstream of Ghatakeswar spillway using non-cohesive hydraulic model

References

• Breusers, H.N.C. (1966), “Conformity and time scale in two-dimensional local scour.” In: Proc. symp. model prototype conformity, Hydraulics Research Laboratory, Poona, India, 1–8.
   Google Scholar
• D’Agostino, V., and Ferro, V. (2004). “Scour on alluvial bed downstream of grade-control structures.” J. Hydraul. Eng., 130(1), 24–37. doi:10.1061/(ASCE)0733-9429(2004)130:1(24).
   Web of Science ®Google Scholar
• Dargahi, B. (2003). “Scour development downstream of a spillway.” J. Hydraul. Res., 41(4), 417–426. doi:10.1080/00221680309499986.
   Web of Science ®Google Scholar
• Dey, S., and Sarkar, A. (2006). “Scour downstream of an apron due to submerged horizontal jets.” J. Hydraul. Eng. ASCE., 132(3), 246–257. doi:10.1061/(ASCE)0733-9429(2006)132:3(246).
   Web of Science ®Google Scholar
• Dey, S., and Westrich, B. (2003). “Hydraulics of submerged jet subject to change in cohesive bed geometry.” J. Hydraul. Eng., 129(1), 44–53. doi:10.1061/(ASCE)0733-9429(2003)129:1(44).
   Web of Science ®Google Scholar
• Doddiah, D. (1967), “Scour below submerged solid bucket-type energy dissipater.”In Proc. 12th Congr. Int. Assoc. Hydraul. Res, Colorado, USA, 3, 105–116.
   Google Scholar
• Eggenberger, W. (1944). “Investigation of major damage of scour.” J. Water Res. Eng. Germany.
   Google Scholar
• Elnikhely, E.A. (2018), “Investigation and analysis of scour downstream of a spillway”, Ain Shams Engineering Journal, ScienceDirect, 9(4), 2275–2282.
   Google Scholar
• Farhoudi, J., and Shayan, H.K. (2014). “Investigation on local scour downstream of adverse stilling basins.” J. Ain. Shams. Eng. J., 5(2), 361–375. doi:10.1016/j.asej.2014.01.002.
   Google Scholar
• Farhoudi, J., and Smith, K.V.H. (1982). “Time scale for scour downstream of hydraulic jump.” J. Hydraul. Div., 108(1), 1147–1162. doi:10.1061/JYCEAJ.0005912.
   Google Scholar
• Goel, A. (2008). “Estimation of scour downstream of spillways using SVM modelling.” J. World. Congr. Eng. Comput. Sci., 4, 978–988.
   Google Scholar
• Hamed, Y.A., El-Kiki, M.N., and Mirdan, A.M. (2009). “Scour downstream oblique v-notch weir.” In 13th Int. Water Technol. Conf, IWTC; Hurghada, Egypt, 853–872.
   Google Scholar
• Heng, S., Tingsanchali, T., and Suetsugi, T. (2012). “Analysis of plunge pool scour hole formation below a chute spillway with flip bucket using a physical model.” ASEAN Eng. J. Part C, 1(1), 88–101.
   Google Scholar
• Hong, S., Biering, C., Sturm, T.W., Yoon, K.S., and Gonzalez-Castro, J.A. (2015). “Effect of submergence and apron length on spillway scour: Case study.” Water, 7(10), 5378–5395. doi:10.3390/w7105378.
   Web of Science ®Google Scholar
• I.S. (1985), “Methods of test for soils.” Part V: Determination of LL and PL, New Delhi, IS 2720.
   Google Scholar
• Jaeger, C. (1939). “U ber die A hnlichkeit bei flussbaulichen Modellversuchen.” Wasserwirtschaft und Wassertecknik. 34(32/27):269 [in Germany].
   Google Scholar
• Kotulas, D. (1967). “Das Kolkproblem im Rahmen der Wildbachverbauung.” Mitteil., Schweizer Anstalf f. forsliches Versuchswesen, 43/1, Birmensdorf, CH.
   Google Scholar
• Laursen, E.M. (1952). “Observations on the nature of scour.” In: Proc. 5th Hydraul. conf. Bull. 34, State University of Iowa, Iowa, USA, 179–197.
   Google Scholar
• Liu, P. (2005). “A new method for calculating depth of scour pit caused by overflow water jets.” J. Hydraul. Res., 43(6), 696–702. doi:10.1080/00221680509500389.
   Web of Science ®Google Scholar
• Mason, P.J., and Arumugam, K. (1985). “Free jet scour below dams and flip buckets.” J. Hydraul. Eng., 111(2), 220–235. doi:10.1061/(ASCE)0733-9429(1985)111:2(220).
   Web of Science ®Google Scholar
• Mohammed, T.A., Megat Mohd Noor, M.J., Hunt, B.K., Ghazali, A.H., and Yunis, T.S. (2004). “Effect of curvature and end sill angle on local scouring at downstream of a spillway.” Int. J. Eng. Technol., 1(1), 96–101.
   Google Scholar
• Moradinejad, A., Saneie, M., Ghaderi, A., and Shahri, S.M.Z. (2019). “Experimental study of flow pattern and sediment behavior near the intake structures using the spur dike and skimming wall.”Appl. Water Sci., 9(8)(8), 195. doi:10.1007/s13201-019-1069-7.
   Web of Science ®Google Scholar
• Moriasi, D.N., Arnold, J.G., Liew, M.W.V., Bingner, R.L., Harmel, R.D., and Veith, T.L. (2007). “Model evaluation guidelines for systematic quantification of accuracy in watershed simulations.” Trans. Am. Soc. Agric. Biol. Eng., 50(3), 885–900.
   Web of Science ®Google Scholar
• Novak, P. J. (1961) “Influence of bed load passage on scour and turbulence downstream of stilling basin”, In: 9th Congress, IAHR, Dubrovnik, Croatia
   Google Scholar
• Othman, K.I. (2008). “Scour downstream an ogee spillway.” Al-Rafidain Eng., 16(3), 143–150.
   Google Scholar
• Otto, B. (1986), “Study of scour potential at Burdeki falls dam due to rock stress.” Queensland Water Resources Commission, Australia.
   Google Scholar
• Schoklitsch, A. (1932). “Investigation of local scour downstream of grade control structures based on two-dimensional jet diffusion and particle stability is experimentally verified.”J Hydraul Eng Germany, 25(24), 341–343.
   Google Scholar
• Sharp, J.J. (1981), “Hydraulic Modeling.” Butterworth & Co (Publisher) Ltd., London.
   Google Scholar
• Stein, O., Alonso, C.V., Alonso, C.V., et al. (1993). “Mechanics of jet scour downstream of a headcut.” J. Hydraul. Res., 31(6), 723–738. doi:10.1080/00221689309498814.
   Web of Science ®Google Scholar
• Wahi, T. (1993), “Hydraulic model study of Horseshoe dam fuse plug auxiliary spillway.” Hydraulic Branch, Research and Laboratory Services Division, US Department of the Interior, Bureau of Reclamation, Denver, Colorado, May, R-93-10.
   Google Scholar
• Wu, C.M. (1973). “Scour at downstream end of dams in Taiwan.” Proc. of Int. Symp. on River Mechanics, Bangkok, Thailand, I A 13, 1–6.
   Google Scholar