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Effect of Water Cushion on Dynamic Pressures at Impingement Area

Yıl 2021, Cilt: 34 Sayı: 1, 45 - 52, 01.03.2021
https://doi.org/10.35378/gujs.657473

Öz

A free-fall water jet released from a spillway may cause significant scour on the downstream river reaches due to high dynamic pressures. Energy dissipators are generally used at the downstream of a spillway to disperse the energy of the water jet. In case of low air concentration, the jet may hit the river bed with high dynamic pressure heads that can cause significant scour adjacent to the dam body. The scour can cause significant stability problems on the dam body. To prevent the phenomenon, water cushion can be a practical tool to reduce the jet impact at the impingement area. In this study, the effectiveness of the water cushion is inspected by measuring the dynamic pressure variations against different discharges and varying water cushion levels. The results of the experimental study show that dynamic pressure reduction is reversely proportional to the water cushion level until a certain discharge. Then, water cushion level changes become meaningless, especially for small discharges.

Teşekkür

This experimental study is conducted on Laleli Dam and Hydroelectric Power Plant model built for DSIM Projects in Middle East Technical University Hydromechanics Laboratory.

Kaynakça

  • [1] Azmathullah, H.M., Deo, M.C., & Deolalikar P. B., “Neural networks for estimation of scour downstream of a ski-jump bucket”, Journal of Hydraulic Engineering, 131(10):898-908, (2005).
  • [2] Hoffmans, G.J., “Jet scour in equilibrium phase”, Journal of Hydraulic Engineering, 124(4):430-437, (1998).
  • [3] Hoffmans, G. J., Scour manual, Routledge, (2017).
  • [4] Mason, P.J., & Arumugam K., “Free jet scour below dams and flip buckets”, Journal of Hydraulic Engineering, 111(2):220-235, (1985).
  • [5] Mason, P.J., “Effects of air entrainment on plunge pool scour”, Journal of Hydraulic Engineering, 115(3):385-399 (1989).
  • [6] Manso, P.A., Bollaert, E.F., & Schleiss A.J., “Influence of plunge pool geometry on high-velocity jet impact pressures and pressure propagation inside fissured rock media”, Journal of Hydraulic Engineering, 135(10):783-792, (2009).
  • [7] Melville, B.W., & Lim S.Y., “Scour caused by 2D horizontal jets”, Journal of Hydraulic Engineering, 140(2):149-155, (2013).
  • [8] Puertas, J., & Dolz J., “Plunge pool pressures due to a falling rectangular jet”, Journal of Hydraulic Engineering, 131(5):404-407, (2005).
  • [9] Castillo, L.G., & Carrillo J.M., “Scour, velocities and pressures evaluations produced by spillway and outlets of dam”, Water, 8(3):68, (2016).
  • [10] Bollaert, E.F., “Physics of rock scour: the power of the bubble”. In Scour and Erosion, ASCE Library, 21-40, (2010).
  • [11] Pagliara, S., Hager, W.H., & Minor H.E., “Hydraulics of plane plunge pool scour”, Journal of Hydraulic Engineering, 132(5):450-461, (2006).
  • [12] Bos, M.G., “Discharge measurement structures”. Wegeningen: International Institute for Land Reclamation, ILRI, (1989).
  • [13] Naylor, R.H., “Galileo's theory of projectile motion”, Isis, 71(4):550-570, (1980).
  • [14] Kawakami, K., “A study on the computation of horizontal distance of jet issued from ski-jump spillway”, In Proceedings of the Japan Society of Civil Engineers, 1973(219):37-44, (1973).
  • [15] Data Acquisition (DAQ) Software, Online: http://turkey.ni.com/, (2019).
Yıl 2021, Cilt: 34 Sayı: 1, 45 - 52, 01.03.2021
https://doi.org/10.35378/gujs.657473

Öz

Kaynakça

  • [1] Azmathullah, H.M., Deo, M.C., & Deolalikar P. B., “Neural networks for estimation of scour downstream of a ski-jump bucket”, Journal of Hydraulic Engineering, 131(10):898-908, (2005).
  • [2] Hoffmans, G.J., “Jet scour in equilibrium phase”, Journal of Hydraulic Engineering, 124(4):430-437, (1998).
  • [3] Hoffmans, G. J., Scour manual, Routledge, (2017).
  • [4] Mason, P.J., & Arumugam K., “Free jet scour below dams and flip buckets”, Journal of Hydraulic Engineering, 111(2):220-235, (1985).
  • [5] Mason, P.J., “Effects of air entrainment on plunge pool scour”, Journal of Hydraulic Engineering, 115(3):385-399 (1989).
  • [6] Manso, P.A., Bollaert, E.F., & Schleiss A.J., “Influence of plunge pool geometry on high-velocity jet impact pressures and pressure propagation inside fissured rock media”, Journal of Hydraulic Engineering, 135(10):783-792, (2009).
  • [7] Melville, B.W., & Lim S.Y., “Scour caused by 2D horizontal jets”, Journal of Hydraulic Engineering, 140(2):149-155, (2013).
  • [8] Puertas, J., & Dolz J., “Plunge pool pressures due to a falling rectangular jet”, Journal of Hydraulic Engineering, 131(5):404-407, (2005).
  • [9] Castillo, L.G., & Carrillo J.M., “Scour, velocities and pressures evaluations produced by spillway and outlets of dam”, Water, 8(3):68, (2016).
  • [10] Bollaert, E.F., “Physics of rock scour: the power of the bubble”. In Scour and Erosion, ASCE Library, 21-40, (2010).
  • [11] Pagliara, S., Hager, W.H., & Minor H.E., “Hydraulics of plane plunge pool scour”, Journal of Hydraulic Engineering, 132(5):450-461, (2006).
  • [12] Bos, M.G., “Discharge measurement structures”. Wegeningen: International Institute for Land Reclamation, ILRI, (1989).
  • [13] Naylor, R.H., “Galileo's theory of projectile motion”, Isis, 71(4):550-570, (1980).
  • [14] Kawakami, K., “A study on the computation of horizontal distance of jet issued from ski-jump spillway”, In Proceedings of the Japan Society of Civil Engineers, 1973(219):37-44, (1973).
  • [15] Data Acquisition (DAQ) Software, Online: http://turkey.ni.com/, (2019).
Toplam 15 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Civil Engineering
Yazarlar

Cüneyt Yavuz 0000-0001-9767-7234

Yayımlanma Tarihi 1 Mart 2021
Yayımlandığı Sayı Yıl 2021 Cilt: 34 Sayı: 1

Kaynak Göster

APA Yavuz, C. (2021). Effect of Water Cushion on Dynamic Pressures at Impingement Area. Gazi University Journal of Science, 34(1), 45-52. https://doi.org/10.35378/gujs.657473
AMA Yavuz C. Effect of Water Cushion on Dynamic Pressures at Impingement Area. Gazi University Journal of Science. Mart 2021;34(1):45-52. doi:10.35378/gujs.657473
Chicago Yavuz, Cüneyt. “Effect of Water Cushion on Dynamic Pressures at Impingement Area”. Gazi University Journal of Science 34, sy. 1 (Mart 2021): 45-52. https://doi.org/10.35378/gujs.657473.
EndNote Yavuz C (01 Mart 2021) Effect of Water Cushion on Dynamic Pressures at Impingement Area. Gazi University Journal of Science 34 1 45–52.
IEEE C. Yavuz, “Effect of Water Cushion on Dynamic Pressures at Impingement Area”, Gazi University Journal of Science, c. 34, sy. 1, ss. 45–52, 2021, doi: 10.35378/gujs.657473.
ISNAD Yavuz, Cüneyt. “Effect of Water Cushion on Dynamic Pressures at Impingement Area”. Gazi University Journal of Science 34/1 (Mart 2021), 45-52. https://doi.org/10.35378/gujs.657473.
JAMA Yavuz C. Effect of Water Cushion on Dynamic Pressures at Impingement Area. Gazi University Journal of Science. 2021;34:45–52.
MLA Yavuz, Cüneyt. “Effect of Water Cushion on Dynamic Pressures at Impingement Area”. Gazi University Journal of Science, c. 34, sy. 1, 2021, ss. 45-52, doi:10.35378/gujs.657473.
Vancouver Yavuz C. Effect of Water Cushion on Dynamic Pressures at Impingement Area. Gazi University Journal of Science. 2021;34(1):45-52.