31
Views
18
CrossRef citations to date
0
Altmetric
Original Articles

Upstream Propagation of Surges and Bores: Free-Surface Observations

&
Pages 1750003-1-1750003-32 | Received 20 Aug 2015, Accepted 18 Oct 2016, Published online: 10 Jan 2018

References

  • Andersen, V. M. [1978] “Undular hydraulic jump,” J. Hydraul. Div. 104, 1185–1188. Discussion: 105, 1208–1211.
  • Barr&egrave de Saint-Venant, A. J. C. [1871] “Thèorie du Mouvement Non Permanent des Eaux, avec Application aux Crues des Rivières et à l'Introduction des Marèes dans leur Lit,” C. R. Acad. Sci. 73 (4), 147–154 (in French).
  • Bazin, H. [1865] “Recherches Expèrimentales sur la Propagation des Ondes,” Mèm. Acad. Sci. 19, 495–644 (in French).
  • Benjamin, T. B. & Lighthill, M. J. [1954] “On Cnoidal waves and bores,” Proc. R. Soc. Lond. A, Math. Phys. Sci. 224 (1159), 448–460.
  • Benet, F. & Cunge, J. A. [1971] “Analysis of experiments on secondary undulations caused by surge waves in trapezoidal channels,” J. Hydraul. Res. 9 (1), 11–33.
  • Boussinesq, J. V. [1871] “Thèorie de l'Intumescence appelèe Onde Solitaire ou de Translation se Propageant dans un Canal Rectangulaire,” C. R. Acad. Sci. 72, 755–759 (in French).
  • Boussinesq, J. V. [1877] “Essai sur la Thèorie des Eaux Courantes,” Mèm. Acad. Sci. 23 (1), 1–680 (in French).
  • Bryson, A. E. [1969] “Film notes for waves in fluids,” National Committee in Fluid Mechanics Films, No. 21611.
  • Chanson, H. [2005] “Physical modelling of the flow field in an undular tidal bore,” J. Hydraul. Res. 43 (3), 234–244.
  • Chanson, H. [2010a] “Undular tidal bores: Basic theory and free-surface characteristics,” J. Hydraul. Eng. 136 (11), 940–944, doi:10.1061/(ASCE)HY.1943-7900.0000264.
  • Chanson, H. [2010b] “Unsteady turbulence in tidal bores: The effects of bed roughness,” J. Waterw. Port, Coast. Ocean Eng. 136.
  • Chanson, H. [2011a] Tidal Bores, Aegir, Eagre, Mascaret, Pororoca: Theory and Observations (World Scientific, Singapore), 220 pp.
  • Chanson, H. [2011b] “Turbulent shear stresses in hydraulic jumps and decelerating surges: An experimental study,” Earth Surf. Process. Landf. 36 (2), 180–189, doi: 10.1002/esp.2031.
  • Chanson, H. [2012] “Momentum considerations in hydraulic jumps and bores,” J. Irrig. Drain. Eng. 138 (4), 382–385, doi: 10.1061/(ASCE)IR.1943-4774.0000409.
  • Chanson, H. & Docherty, N. J. [2012] “Turbulent velocity measurements in open channel bores,” Euro. J. Mech. B/Fluids 32, 52–58, doi:10.1016/j.euromechflu.2011.10.001.
  • Chanson, H. , Reungoat, D. , Simon, B. & Lubin, P. [2011] “High-frequency turbulence and suspended sediment concentration measurements in the Garonne river tidal bore,” Estuar. Coast. Shelf Sci. 95 (2–3), 298–306, doi:10.1016/j.ecss.2011.09.012.
  • Chanson, H. & Tan, K. K. [2010] “Turbulent mixing of particles under tidal bores: An experimental analysis,” J. Hydraul. Res. 48 (5), 641–649, doi: 10.1080/00221686.2010.512779.
  • Chanson, H. & Toi, Y. H. [2015] “Physical modelling of breaking tidal bores: Comparison with prototype data,” J. Hydraul. Res. 53, 264–273, doi: 10.1080/00221686.2014.989458.
  • Chen, J. , Liu, C. , Zhang, C. & Walker, H. J. [1990] “Geomorphological development and sedimentation in Qiantang Estuary and Hangzhou Bay,” J. Coast. Res. 6 (3), 559–572.
  • Docherty, N. J. & Chanson, H. [2012] “Physical modelling of unsteady turbulence in breaking tidal bores,” J. Hydraul. Eng. 138 (5), 412–419, doi: 10.1061/(ASCE)HY.1943-7900.0000542.
  • Favre, H. [1935] Etude Thèorique et Expèrimentale des Ondes de Translation dans les Canaux Dècouverts, (‘Theoretical and Experimental Study of Travelling Surges in Open Channels.'’) Dunod, Paris, France (in French).
  • Furgerot, L. [2014] Propriètès hydrodynamiques du mascaret et de son influence sur la dynamique sèdimentaire. Une approche couplèe en canal et in situ (estuaire de la Sèe, Baie du Mont Saint Michel), (‘Hydrodynamic characteristics of a tidal bore and its impact on sediment dynamics. A combined laboratory and field study (Sèe River estuary, Bay of Mount Saint Michel).'’), Ph.D. Thesis, University of Caen, laboratory M2C, France, 386 pp. (in French).
  • Furgerot, L. , Mouaze, D. , Tessier, B. , Perez, L. & Haquin, S. [2013] Suspended sediment concentration in relation to the passage of a tidal bore (see River Estuary, Mont Saint Michel, NW France), in Proc. Coastal Dynamics 2013, Arcachon, France, 24–28 June, pp. 671–682.
  • Furuyama, S. & Chanson, H. [2010] “A numerical solution of a tidal bore flow,” Coast. Eng. J. 52 (3), 215–234, doi: 10.1142/S057856341000218X.
  • Gualtieri, C. & Chanson, H. [2011] “Experimental study of a positive surge. Part 2: Comparison with literature theories and unsteady flow field analysis,” Environ. Fluid Mech. 11 (6), 641–651, doi:10.1007/sl0652-011-9222-3.
  • Gualtieri, C. & Chanson, H. [2012] “Experimental study of a positive surge. Part 1: Basic flow patterns and wave attenuation,” Environ. Fluid Mech. 12 (2), 145–159, doi:10.1007/sl0652-011-9218-z.
  • Henderson, F. M. [1966] Open Channel Flow (MacMillan Company, New York, USA).
  • Hornung, H. G. , Willert, C. & Turner, S. [1995] “The flow field downsteam of a hydraulic jump,” J. Fluid Mech. 287, 299–316.
  • Khezri, N. & Chanson, H. [2012] “Undular and breaking tidal bores on fixed and movable gravel beds,” J. Hydraul. Res. 50 (4), 353–363, doi:10.1080/00221686.2012.686200.
  • Koch, C. & Chanson, H. [2008] “Turbulent mixing beneath an undular bore front,” J. Coast. Res. 24 (4), 999–1007, doi: 10.2112/06-0688.1.
  • Koch, C. & Chanson, H. [2009] “Turbulence measurements in positive surges and bores,” J. Hydraul. Res. 47 (1), 29–40, doi: 10.3826/jhr.2009.2954.
  • Kucukali, S. & Chanson, H. [2008] “Turbulence measurements in hydraulic jumps with partially-developed inflow conditions,” Experi. Thermal Fluid Sci. 33 (1), 41–53, doi: 10.1016/j.expthermflusci.2008.06.012.
  • Lemoine, R. [1948] “Sur les Ondes Positives de Translation dans les Canaux et sur le Ressaut Ondul&egrave de Faible Amplitude,” Jl La Houille Blanche, Mar-Apr., pp. 183–185 (in French).
  • Leng, X. & Chanson, H. [2015a] “Turbulent advances of a breaking bore: Preliminary physical experiments,” Experi. Thermal Fluid Sci. 62, 70–77, doi: 10.1016/j.expthermflusci.2014.12.002.
  • Leng, X. & Chanson, H. [2015b] “Breaking bore: Physical observations of roller characteristics,” Mech. Res. Commun. 65, 24–29, doi: 10.1016/j.mechrescom.2015.02.008.
  • Leng, X. & Chanson, H. [2015c] “Unsteady turbulence during the upstream propagation of undular and breaking tidal bores: An experimental investigation,” Hydraulic Model Report No. CH98/15, School of Civil Engineering, The University of Queensland, Brisbane, Australia, 235 pp.
  • Lewis, A. W. [1972] Field Studies of a Tidal Bore in the River Dee, M.Sc. Thesis, Marine Science Laboratories, University College of North Wales, Bangor, UK.
  • Liggett, J. A. [1994] Fluid Mechanics (McGraw-Hill, New York, USA).
  • Lighthill, J. [1978] Waves in Fluids (Cambridge University Press, Cambridge, UK), 504 pp.
  • Lubin, P. , Chanson, H. & Glockner, S. [2010] “Large eddy simulation of turbulence generated by a weak breaking tidal bore,” Environ. Fluid Mech. 10 (5), 587–602, doi: 10.1007/sl0652-009-9165-0.
  • Madsen, P. A. , Simonsen, H. J. & Pan, C. H. [2005] “Numerical simulation of tidal bores and hydraulic jumps,” Coast. Eng. 52, 409–433, doi: 10.1016/j.coastaleng.2004.12.007.
  • Montes, J. S. [1986] “A study of the undular jump profile,” in Proc. 9th Australasian Fluid Mechanics Conf. AFMC, Auckland, New Zealand, pp. 148–151.
  • Montes, J. S. [1998] Hydraulics of Open Channel Flow (ASCE Press, New-York, USA), 697 pages.
  • Murzyn, F. , Mouaze, D. & Chaplin, J. R. [2007] “Air-water interface dynamic and free surface features in hydraulic jumps”, J. Hydraul. Res. 45 (5), 679–685.
  • Murzyn, F. & Chanson, H. [2009] “Free-surface fluctuations in hydraulic jumps: Experimental observations,” Exp. Therm. Fluid. Sci. 33 (7), 1055–1064, doi: 10.1016/j.expthermflusci.2009.06.003.
  • Pan, C. H. , Ling, B. Y. & Mao, X. Z. [2007] “Case study: Numerical modeling of the tidal bore on the Qiantang River, China,” J. Hydraul. Eng. 133 (2), 130–138.
  • Peregrine, D. H. [1966] “Calculations of the development of an undular bore,” J. Fluid Mech. 25, 321–330.
  • Rayleigh, L. [1908] “Note on tidal bores,” Proc. R. Soc. Lond. A: Math. Phys. Eng. Sci. 81541), 448–449.
  • Reichstetter, M. [2011] Hydraulic Modelling of Unsteady Open Channel Flow: Physical and Analytical Validation of Numerical Models of Positive and Negative Surges, MPhil Thesis, School of Civil Engineering, The University of Queensland, Brisbane, Australia, 112 pp.
  • Reungoat, D. , Chanson, H. & Caplain, B. [2014] “Sediment processes and flow reversal in the undular tidal bore of the Garonne river (France),” Environ. Fluid Mech. 14 (3), 591–616, doi: 10.1007/sl0652-013-9319-y.
  • Reungoat, D. , Chanson, H. & Keevil, C. E. [2015] “Field measurements of unsteady turbulence in a tidal bore: The Garonne river in October 2013,” J. Hydraul. Res. 53 (3), 291–301, doi: 10.1080/00221686.2015.1021717.
  • Richard, G. L. & Gavrilyuk, S. L. [2013] “The classical hydraulic jump in a model of shear shallow-water flows,” J. Fluid Mech. 725, 492–521.
  • Shuto, N. [1985] “The Nihonkai-Chubu earthquake tsunami on the North Akita coast,” Coastal Eng. Japan 20, 250–264.
  • Simon, B. & Chanson, H. [2013] “Turbulence measurements in tidal bore-like positive surges over a rough bed,” Hydraulic Model Report No. CH90/12, School of Civil Engineering, The University of Queensland, Brisbane, Australia, 176 pp.
  • Spiegel, M. R. [1972] Theory and Problems of Statistics (McGraw-Hill, New York, USA).
  • Sun, S. , Leng, X. & Chanson, H. [2016] “Rapid operation of a tainter gate: Generation process and initial upstream surge motion,” Environ. Fluid Mech. 16 (1), 87–100, doi: 10.1007/sl0652-015-9414-3.
  • Tanaka, H. , Tinh, N. X. & Dao, N. X. [2011] “Field measurement and numerical studies on the tsunami propagation into upstream rivers,” in Proc. 34th IAHR World Congr., Brisbane, Australia, 26 June-1 July, eds. Valentine, E. M. , Apelt, C. J. , Ball, J. , Chanson, H. , Cox, R. , Ettema, R. , Kuczera, G. , Lambert, M. , Melville, B. & Sargison, J. , pp. 1317–1324.
  • Tanaka, N. , Yagisawa, J. & Yasuda, S. [2012] “Characteristics of damage due to tsunami propagation in river channels and overflow of their embankments in great East Japan earthquake,” Int. J. River Basin Manag. 10 (3), 269–279.
  • Tolkova, E. , Tanaka, H. & Roh, M. [2015] “Tsunami observations in rivers from a perspective of tsunami interaction with tide and riverine flow,” Pure Appl. Geophys. 172, 953–968, doi: 10.1007/s00024-014-1017-2.
  • Treske, A. [1994] “Undular bores (favre-waves) in open channels — Experimental studies,” J. Hydraul. Res. 32 (3), 355–370. Discussion: 33(3), 274–278.
  • Tricker, R. A. R. [1965] Bores, Breakers, Waves and Wakes (American Elsevier, New York, USA).
  • Valiani, A. [1997] “Linear and angular momentum conservation in hydraulic jump,” J. Hydraul. Res. 35 (3), 323–354.
  • Wang, H. L. Chanson, H. [2015] “An experimental study of turbulent fluctuations in hydraulic jumps,” J. Hydraul. Eng. 141, 10 pp., doi: 10.1061/(ASCE)HY.1943-7900.0001010.
  • Wang, H. , Murzyn, F. & Chanson, H. [2014] “Total pressure fluctuations and two-phase flow turbulence in hydraulic jumps,” Experi. Fluids 55 (11), 16 pp., doi: 10.1007/s00348-014-1847-9.
  • Wolanski, E. , Williams, D. , Spagnol, S. & Chanson, H. [2004] “Undular tidal bore dynamics in the daly estuary, Northern Australia,” Estuar. Coast. Shelf Sci. 60 (4), 629–636, doi: 10.1016/j.ecss.2004.03.001.
  • Yeh, H. H. & Mok, K. M. [1990] “On turbulence in bores,” Phys. Fluids A A2 (5), 821–828.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.