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EXPERIMENTAL INVESTIGATION OF HYDRAULIC JUMP CHARACTERISTICS IN CONTRACTIONS AND EXPANSIONS

Yıl 2017, Cilt: 35 Sayı: 1, 87 - 98, 01.03.2017

Öz

Hydraulic jump is one of the most important phenomena in a rapid changing flow. It occurs when flow change from supercritical into subcritical and there is an increase in the depth over a small distance. In the present study, the characteristics of hydraulic jumps in contractions and expansions with curved walls were investigated for five Froude numbers in the range 5.8

Kaynakça

  • [1] Ead, S.A., and Rajaratnam N., “Hydraulic jump on corrugated bed”, Journal of hydraulic engineering, ASCE, 128(7): pp 656-663. http://dx.doi.org/10.1061/(ASCE)0733-9429(2002)128:7(656).
  • [2] Ebrahimi, S., Salmasi, F. and Abbaspour A. (2013) “Numerical Study of Hydraulic Jump on Rough Beds Stilling Basins”, Journal of Civil Engineering and Urbanism, Volume 3, (1): pp: 19-24.
  • [3] Ezizah, G., Yousif, N. and Mostafa S. (2012). “Hydraulic jumps on new roughened beda”. Journal of applied sciences, ISSN 1996-3343.
  • [4] Fathy, A., and Sun Z. (2012). “Effect of prismatic elements as bed roughness on hydraulic jump characteristics”, J. of Phys. Sci-ISSN, 7(17): pp: 2607-2615.
  • [5] Gohari, A., and Farhoudi J. (2002) “The characteristics of hydraulic jump on rough bed stilling basins”, 33rd IAHR Congress, Water Engineering for a sustainable Environment, Vancouver. British Columbia, August 9-14, 2009.
  • [6] Ibrahim, H.E., and Shazy S. (2010). “Formation of hydraulic properties over a rough bed”, J. of Civ-Environ. Eng, 1(10): pp: 40-50.
  • [7] Khlifa, A.M., and McCorquodale A. M. (1979), “Radial hydraulic jump”, Journal of Hydraulic engineering, ASCE, 105(9): pp: 1065-1078.
  • [8] Mousavi Khandan, A., Bargaei, M., and Daemi, A (2001). The characteristics of the profile of the downstream scour in divergent stilling basins. Third Hydraulic Conference of Iran. Faculty of Engineering, Tehran University, 97-104.
  • [9] Nikmehr, S., and Tabebordbar A. (2009) “Hydraulic jump on adverse slop in two cases of rough and smooth bed”, Int. J. of Appl. Sci. Eng. Tech-ISSN, 2(1): pp: 19-22.
  • [10] Omid, M.H., Esmaeilin Varaki, M. and Narayanan R. (2007), “Gradually expanding hydraulic jump in a trapezoidal channel”, J. of Hydr. Res. IAHR, 4: pp: 512-518. http://dx.doi.org/10.1080/00221686.2007.9521786.
  • [11] Pagliara, S., Lotti, I. and Palermo M. (2008). “Hydraulic jump on rough bed of stream rehabilitation structures”, J. of Hydro-Environ Res, 2: pp: 29-38. http://dx.doi.org/10.1016/j.jher.2008.06.001.
  • [12] Rajei, H., Beirami, M. K., Chamani, M. R. (2003). “The introduction and analysis of the new type of the hydraulic jump (B-F type) on sloping surfaces with negative slope and the investigation of this type of jump in stilling basins”. Sixth International Conference on Civil Engineering (ICCE). 5-7 May, Industrial University of Isfahan, pp: 109-116.
Yıl 2017, Cilt: 35 Sayı: 1, 87 - 98, 01.03.2017

Öz

Kaynakça

  • [1] Ead, S.A., and Rajaratnam N., “Hydraulic jump on corrugated bed”, Journal of hydraulic engineering, ASCE, 128(7): pp 656-663. http://dx.doi.org/10.1061/(ASCE)0733-9429(2002)128:7(656).
  • [2] Ebrahimi, S., Salmasi, F. and Abbaspour A. (2013) “Numerical Study of Hydraulic Jump on Rough Beds Stilling Basins”, Journal of Civil Engineering and Urbanism, Volume 3, (1): pp: 19-24.
  • [3] Ezizah, G., Yousif, N. and Mostafa S. (2012). “Hydraulic jumps on new roughened beda”. Journal of applied sciences, ISSN 1996-3343.
  • [4] Fathy, A., and Sun Z. (2012). “Effect of prismatic elements as bed roughness on hydraulic jump characteristics”, J. of Phys. Sci-ISSN, 7(17): pp: 2607-2615.
  • [5] Gohari, A., and Farhoudi J. (2002) “The characteristics of hydraulic jump on rough bed stilling basins”, 33rd IAHR Congress, Water Engineering for a sustainable Environment, Vancouver. British Columbia, August 9-14, 2009.
  • [6] Ibrahim, H.E., and Shazy S. (2010). “Formation of hydraulic properties over a rough bed”, J. of Civ-Environ. Eng, 1(10): pp: 40-50.
  • [7] Khlifa, A.M., and McCorquodale A. M. (1979), “Radial hydraulic jump”, Journal of Hydraulic engineering, ASCE, 105(9): pp: 1065-1078.
  • [8] Mousavi Khandan, A., Bargaei, M., and Daemi, A (2001). The characteristics of the profile of the downstream scour in divergent stilling basins. Third Hydraulic Conference of Iran. Faculty of Engineering, Tehran University, 97-104.
  • [9] Nikmehr, S., and Tabebordbar A. (2009) “Hydraulic jump on adverse slop in two cases of rough and smooth bed”, Int. J. of Appl. Sci. Eng. Tech-ISSN, 2(1): pp: 19-22.
  • [10] Omid, M.H., Esmaeilin Varaki, M. and Narayanan R. (2007), “Gradually expanding hydraulic jump in a trapezoidal channel”, J. of Hydr. Res. IAHR, 4: pp: 512-518. http://dx.doi.org/10.1080/00221686.2007.9521786.
  • [11] Pagliara, S., Lotti, I. and Palermo M. (2008). “Hydraulic jump on rough bed of stream rehabilitation structures”, J. of Hydro-Environ Res, 2: pp: 29-38. http://dx.doi.org/10.1016/j.jher.2008.06.001.
  • [12] Rajei, H., Beirami, M. K., Chamani, M. R. (2003). “The introduction and analysis of the new type of the hydraulic jump (B-F type) on sloping surfaces with negative slope and the investigation of this type of jump in stilling basins”. Sixth International Conference on Civil Engineering (ICCE). 5-7 May, Industrial University of Isfahan, pp: 109-116.
Toplam 12 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Bölüm Research Articles
Yazarlar

Rasoul Daneshfaraz Bu kişi benim

Hojjat Sadeghı Bu kişi benim

Ali Rezazadeh Joudı Bu kişi benim

John Abraham Bu kişi benim

Yayımlanma Tarihi 1 Mart 2017
Gönderilme Tarihi 13 Temmuz 2016
Yayımlandığı Sayı Yıl 2017 Cilt: 35 Sayı: 1

Kaynak Göster

Vancouver Daneshfaraz R, Sadeghı H, Rezazadeh Joudı A, Abraham J. EXPERIMENTAL INVESTIGATION OF HYDRAULIC JUMP CHARACTERISTICS IN CONTRACTIONS AND EXPANSIONS. SIGMA. 2017;35(1):87-98.

IMPORTANT NOTE: JOURNAL SUBMISSION LINK https://eds.yildiz.edu.tr/sigma/