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Efect of apron roughness on fow characteristics and scour depth under submerged wall jets

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Scour downstream of smooth and rough rigid aprons under wall jets has been studied experimentally. Effect of apron roughness on scour has been investigated, and quantification of reduction in the scour depth due to rough apron has been performed. Characteristics of velocity and turbulence over smooth and rough aprons as well as within the scour hole have been analyzed to study the behavior of the jet and its interaction with the rough apron. Results show that there is a significant reduction in the equilibrium scour depth due to roughness. A maximum of 82.8% and a minimum of 31.1% reduction in the equilibrium scour depth was observed due to inducing roughness over the rigid apron. Velocity characteristics establish the cause of reduction in the equilibrium scour depth, which is due to reduction in the erosive capacity of the jet as it moves over the rough apron. The potential core of the jet gets consumed at a much lesser length due to roughness over the apron than over a smooth apron, as the boundary layer develops at a smaller distance. Further, it was observed that it takes a smaller length for the flow to get fully developed under the rough apron as compared with the smooth apron. Based on the results of the present analysis, recommendation can be made for use of roughness over the apron to restrict scour due to wall jets.
Czasopismo
Rocznik
Strony
2205--2221
Opis fizyczny
Bibliogr. 27 poz.
Twórcy
  • Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India
  • Department of Civil Engineering, Indian Institute of Technology Roorkee, Roorkee 247667, India
Bibliografia
  • 1. Aamir M, Ahmad Z (2015) Estimation of scour depth downstream of an apron under 2D horizontal jets. Proceedings of HYDRO 2015 International, 20th International Conference on Hydraulics, Water Resources and River Engineering, Indian Institute of Technology Roorkee, India.
  • 2. Aamir M, Ahmad Z (2016) Review of literature on local scour under plane turbulent wall jets. Phys Fluids 28:105102
  • 3. Aamir M, Ahmad Z (2017) Prediction of local scour depth downstream of an apron under wall jets. In: Garg V, Singh V, Raj V (eds) Development of Water Resources in India. Water Science and Technology Library, Springer, Cham, 75(32): 375–385.
  • 4. Aamir M, Ahmad Z (2019) Estimation of maximum scour depth downstream of an apron under submerged wall jets. J Hydroinf 21(4):523–540
  • 5. Aderibigbe O, Rajaratnam N (1998) Effect of sediment gradation on erosion by plane turbulent wall jets. J Hydraul Eng 124(10):1034–1042
  • 6. Ali KHM, Lim SY (1986) Local scour caused by submerged wall jets. Proc Inst Civ Eng 81(2):607–645
  • 7. Bashiri H, Sharifi E, Singh VP (2018) Prediction of local scour depth downstream of sluice gates using harmony search algorithm and artificial neural networks. J Irrig Drain Eng 144(5):06018002
  • 8. Carstens MR (1966) Similarity laws for localized scour. J Hydraul Div 92(3):13–36
  • 9. Chatterjee SS, Ghosh SN (1980) Submerged horizontal jet over erodible bed. J Hydraul Div 106(11):1765–1782
  • 10. Chatterjee SS, Ghosh SN, Chatterjee M (1994) Local scour due to submerged horizontal jet. J Hydraul Eng 120(8):973–992
  • 11. Dey S, Sarkar A (2008) Characteristics of submerged jets in evolving scour hole downstream of an apron. J Eng Mech 134(11):927–936
  • 12. Hassan NMKN, Narayanan R (1985) Local scour downstream of an apron. J Hydraul Eng 111(11):1371–1385
  • 13. Hogg AJ, Huppert HE, Dade WB (1997) Erosion by planar turbulent wall jets. J Fluid Mech 338:317–340
  • 14. Jesson M, Sterling M, Bridgeman J (2013) Despiking velocity time-series–optimisation through the combination of spike detection and replacement methods. Flow Meas Instrum 30:45–51
  • 15. Kartal V, Emiroglu ME (2021) Local scour due to water jet from a nozzle with plates. Acta Geophys 69:95–112
  • 16. Laursen, E.M. (1952). Observations of the nature of scour. Proceedings of the 5th Hydraulic Conference, University of Iowa, Iowa City, Iowa, 34, 179–197.
  • 17. Long D, Steffler PM, Rajaratnam N (1990) LDA study of flow structure in submerged hydraulic jump. J Hydraul Res 28(4):437–460
  • 18. Pandey M, Lam WH, Cui Y, Khan MA, Singh UK, Ahmad Z (2019) Scour around spur dike in sand–gravel mixture bed. Water 11(7):1417
  • 19. Pandey M, Sharma PK, Ahmad Z, Singh UK, Karna N (2018) Three-dimensional velocity measurements around bridge piers in gravel bed. Mar Georesour Geotechnol 36(6):663–676
  • 20. Pandey M, Valyrakis M, Qi M, Sharma A, Lodhi AS (2021) Experimental assessment and prediction of temporal scour depth around a spur dike. Int J Sedim Res 36(1):17–28
  • 21. Rajaratnam N (1976) Turbulent jets. Elsevier Science Publishing Company, Amsterdam
  • 22. Rajaratnam N (1981) Erosion by plane turbulent jets. J Hydraul Res 19(4):339–358
  • 23. Rajaratnam N, Macdougall RK (1983) Erosion by plane wall jets with minimum tail water. J Hydraul Eng 109(7):1061–1064
  • 24. Rouse H. (1939). Criteria for similarity in transportation of sediment. Proceedings of the 1st Hydraulic Conference, Iowa City, Iowa, 33–49.
  • 25. Santos R, Carvalho E, Lima MM, Aleixo R (2021) Time evolution of the scour induced by a ski jump jet. J Appl Water Eng Res in Press. https://doi.org/10.1080/23249676.2021.1919226
  • 26. Singh RK, Pandey M, Pu JH, Pasupuleti S, Villuri VGK (2020) Experimental study of clear-water contraction scour. Water Supply 20(3):943–952
  • 27. Tarapore ZS (1956) Scour below a submerged sluice gate. M.Sc. thesis, University of Minnesota, Minneapolis.
Uwagi
PL
Opracowanie rekordu ze środków MEiN, umowa nr SONP/SP/546092/2022 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2022-2023).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-1107a432-1c9b-4f94-965a-6582925774c9
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