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Scour Downstream of Grade Control Structures under the Influence of Upward Seepage

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
The installation of free falling jet grade control structures has become a popular choice for river bed stabilization. However, the formation and development of scour downstream of the structure may lead to failure of the structure itself. The current approaches to scour depth prediction are generally based on studies conducted with the absence of upward seepage. In the present study, the effects of upward seepage on the scour depth were investigated. A total of 78 tests without and with the application of upward seepage were carried out using three different sediment sizes, three different tailwater depths, four different flow discharges, and four different upward seepage flow discharge rates. In some tests, the three-dimensional components of the flow velocity within the scour hole were measured for both the cases with and without upward seepage. The scour depth measured for the no-seepage results compared well with the most accurate relationship found in the literature. It was found that generally the upward seepage reduced the downward velocity components near the bed, which led to a decrease in the maximum scour depth. A maximum scour depth reduction of 49% was found for a minimum tailwater depth, small sediment size, and high flow discharge. A decay of the downward velocity vector within the jet impingement was found due to the upward seepage flow velocity. The well known equation of D’Agostino and Ferro was modified to account for the effect of upward seepage, which satisfactorily predicted the experimental scour depth, with a reasonable average error of 10.7%.
Czasopismo
Rocznik
Strony
694--710
Opis fizyczny
Bibliogr. 25 poz.
Twórcy
  • Department of Hydraulic Structure, College of Water Science Engineering, Shahid Chamran University of Ahvaz, Iran
  • Department of Hydraulic Structure, College of Water Science Engineering, Shahid Chamran University of Ahvaz, Iran
autor
  • Department of Civil Engineering, Indian Institute of Technology, Kharagpur, West Bengal, India
Bibliografia
  • Bhuiyan, F., R.D. Hey, and P.R. Wormleaton (2007), Hydraulic evaluation of Wweir for river restoration, J. Hydraul. Eng. 133, 6, 596-605, DOI: 10.1061/ (ASCE)0733-9429(2007)133:6(596).
  • Bormann, N.E., and P.Y. Julien (1991), Scour downstream of grade-control structures, J. Hydraul. Eng. 117, 5, 579-594, DOI: 10.1061/(ASCE)0733-9429 (1991)117:5(579).
  • Cheng, N.S., and Y.M. Chiew (1998a), Turbulent open-channel flow with upward seepage, J. Hydraul. Res. 36, 3, 415-431, DOI: 10.1080/ 00221689809498627.
  • Cheng, N.S., and Y.M. Chiew (1998b), Modified logarithmic law for velocity distribution subjected to upward seepage, J. Hydraul. Eng. 124, 12, 1235-1241, DOI: 10.1061/(ASCE)0733-9429(1998)124:12(1235).
  • Cheng, N.S., and Y.M. Chiew (1999), Incipient sediment motion with upward seepage, J. Hydraul. Res. 37, 5, 665-681, DOI: 10.1080/00221689909498522.
  • D’Agostino, V., and V. Ferro (2004), Scour on alluvial bed downstream of gradecontrol structures, J. Hydraul. Eng. 130, 1, 24-37, DOI: 10.1061/(ASCE) 0733-9429(2004)130:1(24).
  • Dey, S., and N.S. Cheng (2005), Reynolds stress in open channel flow with upward seepage, J. Eng. Mech. 131, 4, 451-457, DOI: 10.1061(ASCE)0733-9399 (2005)131:4(451).
  • Dey, S., and A. Sarkar (2007), Effect of upward seepage on scour and flow downstream of an apron due to submerged jets, J. Hydraul. Eng. 133, 1, 59-69, DOI: 10.1061/(ASCE)0733-9429(2007)133:1(59).
  • Dey, S., and N.P. Singh (2007), Clear-water scour depth below underwater pipelines, J. Hydro-environ. Res. 1, 2, 157-162, DOI: 10.1016/j.jher.2007.07.001.
  • Dey, S., and U.C.E. Zanke (2004), Sediment threshold with upward seepage, J. Eng. Mech. 130, 9, 1118-1123, DOI: 10.1061/(ASCE)0733-9399(2004)130:9 (1118).
  • Guven, A., and M. Gunal (2008), Prediction of scour downstream of grade-control structures using neural networks, J. Hydraul. Eng. 134, 11, 1656-1660, DOI: 10.1061/(ASCE)0733-9429(2008)134:11(1656).
  • Guven, A., and M. Gunal (2010), Hybrid modelling for simulation of scour and flow patterns in laboratory flumes, Int. J. Numer. Meth. Fl. 62, 3, 291-312, DOI: 10.1002/fld.2022.
  • Lenzi, M.A., A. Marion, and F. Comiti (2003), Local scouring at grade-control structures in alluvial mountain rivers, Water Resour. Res. 39, 7, 1176-1188, DOI: 10.1029/2002WR001815.
  • Liu, X.X., and Y.M. Chiew (2012), Effect of seepage on initiation of cohesionless sediment transport, Acta Geophys. 60, 6, 1778-1796, DOI: 10.2478/s11600- 012-0043-7.
  • Mason, P., and K. Arumugam (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).
  • Pagliara, S., and S.M. Kurdistani (2013), Scour downstream of cross-vane structures, J. Hydro-environ. Res. 7, 4, 236-242, DOI: 10.1016/j.jher.2013.02. 002.
  • Pagliara, S., and M. Palermo (2013), Rock grade control structures and stepped gabion weirs: Scour analysis and flow features, Acta Geophys. 61, 1, 126-150, DOI: 10.2478/s11600-012-0066-0.
  • Pagliara, S., M. Palermo, and I. Carnacina (2011), Expanding pools morphology in live-bed conditions, Acta Geophys. 59, 2, 296-316, DOI: 10.2478/s11600- 010-0048-z.
  • Pagliara, S., S.M. Kurdistani, and I. Santucci (2013), Scour downstream of J-Hook vanes in straight horizontal channels, Acta Geophys. 61, 5, 1211-1228, DOI: 10.2478/s11600-013-0143-z.
  • Pagliara, S., L. Sagvand Hassanabadi, and S. Mahmoudi Kurdistani (2015), LogVane scour in clear water condition, River Res. Appl. 31, 9, 1176-1182, DOI: 10.1002/rra.2799.
  • Papanicolaou, T., D.M. Admiraal, and C. Wilson (2012), Monitoring the effects of knickpoint erosion on bridge pier and abutment structural damage due to scour, Final Reports and Technical Briefs from Mid-America Transportation Center, Paper 84, 51 pp.
  • Sarkar, A., and S. Dey (2007), Effect of seepage on scour due to submerged jets and resulting flow field, J. Hydraul. Res. 45, 3, 357-364, DOI: 10.1080/ 00221686.2007.9521769.
  • Scurlock, S.M., C.I. Thornton, and S.R. Abt (2012), Equilibrium scour downstream of three-dimensional grade-control structures, J. Hydraul. Eng. 138, 2, 167- 176, DOI: 10.1061/(ASCE)HY.1943-7900.0000493.
  • Shafai-Bejestan, M., and M.L. Albertson (1992), Discussion of “Scour downstream of grade-control structures” by Noel E. Bormann and Pierre Y. Julien (May, 1991, Vol. 117, No. 5), J. Hydraul. Eng. 118, 7, 1066-1068, DOI: 10.1061/ (ASCE)0733-9429(1992)118:7(1066.2).
  • Yang, S.Q. (2013), Why cannot sediment be accurately predicted. In: 35th IAHR World Congress, Paper 1767, 1-10.
Uwagi
PL
Opracowanie ze środków MNiSW w ramach umowy 812/P-DUN/2016 na działalność upowszechniającą naukę
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-df1153a3-ff0e-4135-9ce0-04123e0fdec7
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