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Rock grade control structures and stepped gabion weirs: Scour analysis and flow features

Wybrane pełne teksty z tego czasopisma
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Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Rock and stepped gabion weirs are peculiar hydraulic structures that received relatively little attenti on in technical literature. Neverthe- less, they can be successfully used for river restoration instead of tradi- tional hydraulic structures. They have the advantage of being elastic structures and to preserve the natura l environment. They can easily adapt to the in situ conditions and can be effortle ssly modified according to the different hydraulic or geometric cond itions which can occur in a natural river. The present study aims to anal yze the effects of their presence on flow pattern and on the scour hole occurring downstream. The analysis involved scour processes, hydraulic jump types, stilling basin morphol- ogy and flow patterns. Two different hydraulic jump types were distin- guished and classified. It was show n that the flow regime deeply influences the scour process, which evolves much more rapidly when a Skimming Flow regime takes place. Empirical relationships are pro- posed to evaluate maximum scour depth, maximum axial length, and non dimensional axial profiles.
Słowa kluczowe
Czasopismo
Rocznik
Strony
126--150
Opis fizyczny
Bibliogr. 31 poz.
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autor
autor
Bibliografia
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  • Bremen, R., and W.H. Hager (1993), T-jump in abruptly expanding channel, J. Hydraul. Res. 31, 1, 61-78, DOI: 10.1080/00221689309498860.
  • Breusers, H.N.C., and A.J. Raudkivi (1991), Scouring, Balkema, Rotterdam.
  • Chanson, H. (1994), Hydraulics of skimming flows over stepped channels and spillways, J. Hydraul. Res. 32, 3, 445-460, DOI: 10.1080/00221689409498745.
  • Chanson, H. (1996), Prediction of the transition nappe/skimming flow on a stepped channel, J. Hydraul. Res. 34, 3, 421-429, DOI: 10.1080/00221689609498490.
  • Chinnarasri, C., S. Donjadee, and U. Israngkura (2008), Hydraulic characteristics of gabion-stepped weirs, J. Hydraul. Eng. 134, 8, 1147-1152, DOI: 10.1061/(ASCE)0733-9429(2008)134:8(1147).
  • 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 R.V. Raikar (2005), Scour in long contractions, J. Hydraul. Eng. 131, 12, 1036-1049, DOI: 10.1061/(ASCE)0733-9429(2005)131:12(1036).
  • Dey, S., and R.V. Raikar (2007), Scour below a high vertical drop, J. Hydraul. Eng. 133, 5, 564-568, DOI: 10.1061/(ASCE)0733-9429(2007)133:5(564).
  • Dey, S., and A. Sarkar (2006a), Scour downstream of an apron due to submerged horizontal jets, J. Hydraul. Eng. 132, 3, 246-257, DOI: 10.1061/(ASCE)0733-9429(2006)132:3(246).
  • Dey, S., and A. Sarkar (2006b), Response of velocity and turbulence in submerged wall jets to abrupt changes from smooth to rough beds and its application to scour downstream of an apron, J. Fluid Mech. 556, 387-419, DOI: 10.1017/S0022112006009530.
  • Dey, S., and A. Sarkar (2008), Characteristics of submerged jets in evolving scour hole downstream of an apron, J. Eng. Mech. 134, 11, 927-936, DOI: 10.1061/(ASCE)0733-9399(2008)134:11(927).
  • Dey, S., and B. Westrich (2003), Hydraulics of submerged jet subject to change in cohesive bed geometry, J. Hydraul. Eng. 129, 1, 44-53, DOI: 10.1061/(ASCE)0733-9429(2003)129:1(44).
  • Essery, I.T.S., and M.W. Horner (1978), The hydraulic design of stepped spillways, CIRIA, Report No. 33, London, UK.
  • Hoffmans, G.J.C.M., and H.J. Verheij (1997), Scour manual, Balkema, Rotterdam. Mohamed, H.I. (2010), Flow over gabion weirs, J. Irrig. Drain. Eng. 136, 8, 573-577, DOI: 10.1061/(ASCE)IR.1943-4774.0000215.
  • Mossa, M. (1998), Experimental study on the scour downstream of grade-control structures. In: Proc. 26th Convegno di Idraulica e Costruzioni Idrauliche, 9-12 September 1998, Catania, Italy, 581-594.
  • Ohtsu, I., Y. Yasuda, and M. Takahashi (2000), Discussion of “Hydraulics of skimming flow on modeled stepped spillways” by G.G.S. Pegram, A.K. Officer, and S.R. Mottram, J. Hydraul. Eng. 126, 12, 950-951, DOI: 10.1061/(ASCE)0733-9429(2000)126:12(950).
  • Ohtsu, I., Y. Yasuda, and M. Takahashi (2001), Discussion of “Onset of skimming flow on stepped spillways” by M.R. Chamani, and N. Rajaratnam, J. Hydraul. Eng. 127, 6, 522-524, DOI: 10.1061/(ASCE)0733-9429(2001)127:6 (522).
  • Ohtsu, I., Y. Yasuda, and M. Takahashi (2004), Flow characteristics of skimming flows in stepped channels, J. Hydraul. Eng. 130, 9, 860-869, DOI: 10.1061/(ASCE)0733-9429(2004)130:9(860).
  • Pagliara, S. (2007), Influence of sediment gradation on scour downstream of Block ramps, J. Hydraul. Eng. 133, 11, 1241-1248, DOI: 10.1061/(ASCE)0733-9429(2007)133:11(1241).
  • Pagliara, S., and P. Chiavaccini (2006), Energy dissipation on reinforced Block ramps, J. Irrig. Drain. Eng. 132, 3, 293-297, DOI: 10.1061/(ASCE)0733-9437(2006)132:3(293).
  • Pagliara, S., and M. Palermo (2008), Scour control and surface sediment distribution downstream of block ramps, J. Hydraul. Res. 46, 3, 334-343, DOI:10.3826/jhr.2008.3208.
  • Pagliara, S., and M. Palermo (2011), Effect of stilling basin geometry on clear water scour morphology downstream of a block ramp, J. Irrig. Drain. Eng. 137, 9, 593-601, DOI: 10.1061/(ASCE)IR.1943-4774.0000331
  • Pagliara, S., R. Das, and M. Palermo (2008), Energy dissipation on submerged Block ramps, J. Irrig. Drain. Eng. 134, 4, 527-532, DOI: 10.1061/(ASCE)0733-9437(2008)134:4(527).
  • Pagliara, S., M. Palermo, and I. Carnacina (2009), Scour and hydraulic jump downstream of block ramps in expanding stilling basins, J. Hydraul. Res. 47, 4, 503-511, DOI: 10.1080/00221686.2009.9522026.
  • 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.
  • Pegram, G., A. Officer, and S. Mottram (1999), Hydraulics of skimming flow on modeled stepped spillways, J. Hydraul. Eng. 125, 5, 500-510, DOI: 10.1061/(ASCE)0733-9429(1999)125:5(500).
  • Peyras, L., P. Royet, and G. Degoutte (1992), Flow and energy dissipation over stepped gabion weirs, J. Hydraul. Eng. 118, 5, 707-717, DOI: 10.1061/(ASCE)0733-9429(1992)118:5(707).
  • Rajaratnam, N. (1990), Skimming flow in stepped spillways, J. Hydraul. Eng. 116, 4, 587-591, DOI: 10.1061/(ASCE)0733-9429(1990)116:4(587).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BSL1-0025-0013
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