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Experimental investigation for the local scour around V-shaped spur-dikes

Treść / Zawartość
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Spur-dikes are efficient hydraulic structures that are made for numerous purposes. They have one end on the stream bank and another extending into the current. As a result of the existing spur-dikes in the stream course, the local scour phenomena usually occur around them, leading to several predicaments which have been of great concern to the hydraulic engineers. For the present work, laboratory experiments were carried out to measure the scour depths around several spur-dikes located at different distances for the V-shaped one. The experiments were conducted using physical models installed in a non-curved flume with a bed with uniform cohesion-less sediment of a medium particle size (d50 = 0.7 mm). All the models were operated under the subcritical flow of clear-water conditions. The investigations include three spur-dikes (1, 2 and 3) and three distances between them (1, 1.5 and 2 of spur-dike length) as two countermeasures to minimize the local scour depths. The results showed that an increasing number of spur-dikes and the distances between them would decrease the scour depths within the limit of the present study. The experimental data were used to create a new formula of R= 0.954 that reflects a good agreement with the experimentally observed results.
Rocznik
Strony
68--86
Opis fizyczny
Bibliogr. 14 poz., rys.,tab., wykr.
Twórcy
  • University of Kufa, Faculty of Engineering, Department of Structures and Water Resources, Iraq
  • University of Kufa, Faculty of Engineering, Department of Structures and Water Resources, Iraq
  • University of Kufa, Faculty of Engineering, Department of Structures and Water Resources, Iraq
Bibliografia
  • Al Shaikhli, H. I. & Kadhim, K. N. (2018). Development an equations for flow over weirs using MNLR and CFD simulation approaches. International Journal of Civil Engineering and Technology, 9 (3), 70-79.
  • Al-Yassiry, H. H. (2015). Investigation of local scour around curved groynes (MSc thesis). Kufa: University of Kufa.
  • Espandar, R. & Imam, A. (1994). Erosion control methods in rivers (technical report). Tehran: Niroo Research Institute.
  • Ezzeldin, M. M., Saafan, T. A., Rageh, O. S. & Nejm, L. M. (2007). Local scour around spur dykes. In Eleventh International Water Technology Conference, IWTC11 (pp. 779-795). Sharm El-Sheikh.
  • Jafari, B. & Masjedi, A. (2015). The effect of slot on scouring around spur dike at 180 degree bend. Advances in Environmental Biology, 9 (5), 215-220.
  • Kadota, A. & Suzuki, K. (2010). Local scour and development of sand wave around T-type and L-type groynes. In S. E. Burns, S. K. Bhatia, C. M. C. Avila & B. E. Hunt (Eds), Scour and Erosion (pp. 707-714). Reston: American Society of Civil Engineers.
  • Khsaf, S. I. (1991). Experimental investigation of scour and deposition around spur-dikes (MSc thesis). Baghdad: University of Baghdad.
  • King, H. W., Brater, E. F., Wei, C. Y. & Lindell, P. E. (1996). Handbook of hydraulics. New York: McGraw-Hill.
  • Kurzke, M., Weitbrecht, V. & Jirka, G. H. (2002). Laboratory concentration measurements for determination of mass exchange between groin fields and main stream. River Flow, 1, 369-376.
  • Lagasse, P. F. & Richardson, E. V. (2001). ASCE compendium of stream stability and bridge scour papers. Journal of Hydraulic Engineering, 127 (7), 531-533.
  • Möws, R. & Koll, K. (2019). Roughness effect of submerged groyne fields with varying length, groyne distance, and groyne types. Water, 11 (6), 1253.
  • Rashad, B. M. (2021). An experimental study of local scour around submerged groynes (MSc thesis). University of Basrah, Basrah.
  • Rashad, B. M. & Kassaf, S. I. (2020). An investigation of the mechanism of local scour and deposition process around submerged (I-shape) groynes. Journal of Critical Reviews, 7 (13), 3204-3219.
  • Toro-Escobar, C., Voigt Jr, R., Melville, B., Chiew, M. & Parker, G. (1998). Riprap performance at bridge piers under mobile-bed conditions. Transportation Research Record, 1647 (1), 27-33.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-a562463d-b199-4174-bf04-921184119189
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