TECHNICAL PAPERS
Jan 5, 2010

Characteristics of Velocity and Excess Density Profiles of Saline Underflows and Turbidity Currents Flowing over a Mobile Bed

Publication: Journal of Hydraulic Engineering
Volume 136, Issue 7

Abstract

Turbidity currents in the ocean and lakes are driven by suspended sediment. The vertical profiles of velocity and excess density are shaped by the interaction between the current and the bed as well as between the current and the ambient water above. We present results of a set of 74 experiments that focus on the characteristics of velocity and fractional excess density profiles of saline density and turbidity currents flowing over a mobile bed. The gravity flows include saline density flows, hybrid saline/turbidity currents and a pure turbidity current. The use of dissolved salt is a surrogate for suspended mud that is so fine that it does not settle out readily. Thus, all the currents can be considered to be model turbidity currents. The data cover both Froude-subcritical and Froude-supercritical regimes. Depending on flow conditions, the bed remains flat or bed forms develop over time, which in turn affect vertical profiles. For plane bed experiments, subcritical flow profiles have velocity peaks located higher up in the flow, and display a sharper interface at the top of the current, than their supercritical counterparts. The latter have excess density profiles that decline exponentially upward from the bed, whereas subcritical flows show profiles with a region near the bed where excess density varies little. Wherever bed forms are present, they have a significant effect on the profiles. Especially for Froude-supercritical flow, bed forms push the location of peak velocity upward, and render the near-bed fractional excess density more uniform. In the case of subcritical flow, bed forms do not significantly affect fractional excess density profiles; velocity profiles are pushed farther upward from the bed than in the case of a plane bed, but to a lesser extent than for supercritical bed forms. Overall, the relative position of the velocity peak above the bed shows a dependence upon flow regime, being lowered for increasing Froude number Fd . Gradient Richardson numbers Rig in the near-bed region increase with increasing Fd , but are lower than the critical value of 0.25, indicating that near-bed turbulent structures are not notably suppressed. At the top interface, values of Rig are above the critical value for subcritical and mildly supercritical Fd , effectively damping turbulence. However as Fd increases, Rig goes below the critical value. Shape factors calculated from the profiles for use in the depth-averaged equation of motion are evaluated for different flow and bed conditions. Normalized experimental profiles for supercritical currents scale up well with observations of field-scale turbidity currents in the Monterey Canyon, and the range of average bed slopes and Froude numbers also compare favorably with estimated field-scale flow conditions for the Amazon canyon and fan. This suggests that the experimental results can be used to interpret the kinds of flows that are responsible for the shaping of major submarine canyon-fan systems.

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Acknowledgments

Funding for this work from ExxonMobil Exploration Co. is gratefully acknowledged. The writers also thank Enrica Viparelli for her helpful discussions, and Nils Oberg for his technical assistance. The writers express gratitude to C.K. Paull of Monterey Bay Aquarium Research Institute, and J.P. Xu of the U.S. Geological Survey, for their helpful comments. The latter kindly provided velocity profiles data of turbidity currents measured at Monterey Submarine Canyon. The participation of Parker was made possible in part through funding from the STC program of the National Science Foundation via the National Center for Earth-surface Dynamics under the Agreement No. NSFEAR-0120914. The participation of Spinewine was facilitated by a postdoctoral travel grant-in-aid from the Université catholique de Louvain, Belgium. Helpful comments and suggestions by Richard Hiscott and two other unnamed reviewers are gratefully acknowledged.

References

Al ja’aidi, O. S., McCaffrey, W. D., and Kneller, B. C. (2004). “Factors influencing the deposit geometry of experimental turbidity currents; implications for sand-body architecture in confined basins.” Confined turbidite systems, S. Lomas and P. Joseph, eds., Vol. 222, Geological Society of London, London, 45–58.
Altinakar, M. S., Graf, W. H., and Hopfinger, E. J. (1996). “Flow structure in turbidity currents.” J. Hydraul. Res., 34, 713–718.
Breusers, H. N. C., and Raudkivi, A. J. (1991). Scouring: Hydraulic structures design manual No. 2, International Association for Hydraulic Research (IAHR)/Balkema, Rotterdam, The Netherlands.
Buckee, C., Kneller, B., and Peakall, J. (2001). “Turbulence structure in steady, solute-driven gravity currents.” Particulate gravity currents, Special Publication of the International Association of Sediemtologists 31, W. D. McCaffrey, B. C. Kneller, and J. Peakall, eds., Blackwell Science, Oxford, U.K., 31, 173–187.
Canuto, V. M. (2002). “Critical Richardson numbers and gravity waves.” Astron. Astrophys., 384(3), 1119–1123.
Canuto, V. M., Cheng, Y., Howard, A. M., and Esau, I. N. (2008). “Stably stratified flows: A model with no Ri(cr).” J. Atmos. Sci., 65(7), 2437–2447.
Carling, P. A., and Shvidchenko, A. B. (2002). “A consideration of the dune: Antidune transition in fine gravel.” Sedimentology, 49(6), 1269–1282.
Ellison, T. H., and Turner, J. S. (1959). “Turbulent entrainment in stratified flows.” J. Fluid Mech., 6, 423–448.
Engelund, F., and Fredsøe, J. (1982). “Sediment ripples and dunes.” Annu. Rev. Fluid Mech., 14, 13–37.
Ettema, R., Arndt, R., Roberts, P., and Wahl, T. (2000). “Hydraulic modeling: Concepts and practice.” Manuals and Rep. on Engineering Practice No. 97, ASCE, Reston, Va.
Fernandez, R. L., and Imberger, J. (2006). “Bed roughness induced entrainment in a high Richardson number underflow.” J. Hydraul. Res., 44(6), 725–738.
García, M. H. (1993). “Hydraulic jumps in sediment-driven bottom currents.” J. Hydraul. Eng., 119(10), 1094–1117.
García, M. H. (1994). “Depositional Turbidity currents laden with poorly-sorted sediment.” J. Hydraul. Eng., 120(11), 1240–1263.
García, M. H. (2008). Sedimentation engineering, manual 110, Chapter 2, ASCE, Reston, Va.
García, M. H., and Parker, G. (1993). “Experiments on the entrainment of sediment into suspension by a dense bottom current.” J. Geophys. Res., [Oceans], 98(C3), 4793–4807.
Hosseini, S. A., Shamsai, A., and Ataie-Ashtiani, B. (2006). “Synchronous measurements of the velocity and concentration in low density turbidity currents using an acoustic Doppler velocimeter.” Flow Meas. Instrum., 17, 59–68.
Huang, H., Imran, J., Pirmez, C., Zhang, Q., and Chen, G. (2009). “The critical densimetric Froude number of subaqueous gravity currents can be non-unity or non-existent.” J. Sediment Res., 79, 479–485.
Inman, D. L., Nordstrom, C. E., and Flick, R. E. (1976). “Currents in submarine canyons: An air-sea-land interaction.” Annual Review of Fluid Mechanics, 8, 275–310.
Ito, M., and Saito, T. (2006). “Gravel waves in an ancient canyon: Analogous features and formative processes of coarse-grained bedforms in a submarine-fan system, the lower Pleistocene of the Boso Peninsula, Japan.” J. Sediment Res., 76(12), 1274–1283.
Kennedy, J. F. (1963). “The mechanics of dunes and antidunes in erodible-bed channels.” J. Fluid Mech., 16, 521–544.
Khripounoff, A., Vangriesheim, A., Babonneau, N., Crassous, P., Dennielou, B., and Savoye, B. (2003). “Direct observation of intense turbidity current activity in the Zaire submarine valley at 4000 m water depth.” Mar. Geol., 194(4), 151–158.
Kneller, B. C., Bennett, S. J., and McCaffrey, W. D. (1999). “Velocity structure, turbulence and fluid stresses in experimental gravity currents.” J. Geophys. Res., 104(C3), 5381–5391.
Komar, P. D. (1975). “Supercritical flow in density currents: A discussion.” J. Sediment. Petrol., 45(3), 747–749.
Little, W. C., and Mayer, P. G. (1976). “Stability of channel beds by armoring.” J. Hydr. Div., 102(11), 1647–1661.
Lofquist, K. (1960). “Flow and stress near an interface between stratified liquids.” Phys. Fluids, 3(2), 158–175.
Middleton, G. V. (1966). “Experiments on density and turbidity currents, II. Uniform flow of density currents.” Can. J. Earth Sci., 3, 627–637.
Parker, G., Fukushima, Y., and Pantin, H. M. (1986). “Self-accelerating turbidity currents.” J. Fluid Mech., 171, 145–181.
Parker, G., García, M., Fukushima, Y., and Yu, W. (1987). “Experiments on turbidity currents over an erodible bed.” J. Hydraul. Res., 25(1), 123–147.
Parker, G., and Sutherland, A. J. (1990). “Fluvial armor.” J. Hydraul. Res., 28(5), 529–544.
Parsons, J. D., and García, M. H. (1998). “Similarity of gravity current fronts.” Phys. Fluids, 10(12), 3209–3213.
Parsons, J. D., Scheweller, W. J., Stelting, C. W., Southard, J. B., Lyons, W. J., and Grotzinger, J. P. (2002). “A preliminary experimental study of turbidite fan deposits.” J. Sediment Res., 72, 619–628.
Paull, C. K., Mitts, P., Ussler, W., III, Keaten, R., and Greene, H. G. (2005). “Trail of sand in upper Monterey Canyon: Offshore California.” Geol. Soc. Am. Bull., 117(9), 1134–1145.
Paull, C. K., Ussler, W., III, Greene, H. G., Keaton, R., Mitts, P., and Barry, J. (2003). “Caught in the act: the 20th December 2001 gravity flow event in Monterey Canyon.” Geo-Mar. Lett., 22, 227–232.
Piper, D. J. W., and Normark, W. R. (2009). “Processes that initiate turbidity currents and their influence on turbidites: A marine geology perspective.” J. Sediment Res., 79, 347–362.
Piper, D. J. W., and Savoye, B. (1993). “Processes of late quaternary turbidity current flow and deposition on the Var deep-sea fan, north-west Mediterranean Sea.” Sedimentology, 40, 557–582.
Pirmez, C., and Imran, J. (2003). “Reconstruction of turbidity currents in Amazon Channel.” Mar. Pet. Geol., 20, 823–849.
Sequeiros, O. E. (2008). “Bedload transport, self-acceleration, downstream sorting, and flow dynamics of turbidity currents.” Ph.D. thesis, Univ. of Illinois Urbana, Urbana, Ill.
Sequeiros, O. E., Naruse, H., Endo, N., García, M. H., and Parker, G. (2009). “Experimental study on self-accelerating turbidity currents.” J. Geophys. Res., 114, C05025.
Sequeiros, O. E., Spinewine, B., Beaubouef, R. T., Sun, T., García, M. H., and Parker, G. (2010). “Bedload transport and bed resistance associated with density and turbidity currents.” Sedimentology, in press.
Simons, D. B., Richardson, E. V., and Nordin, C. F. (1965). “Sedimentary structures generated by flow in alluvial channels.” Primary sedimentary structures and their hydrodynamic interpretation, G. V. Middleton, ed., Vol. 12, Soc. Econ. Paleontologists Mineralogists, Tulsa, Okla., 34–52.
Smith, D. P., Kvitek, R. G., Iampietro, P. J., and Wong, K. (2007). “Twenty-nine months of geomorphic change in upper Monterey Canyon (2002–2005).” Mar. Geol., 236, 79–94.
Smith, D. P., Ruiz, G., Kvitek, R., and Iampietro, P. J. (2005). “Semiannual patterns of erosion and deposition in upper Monterey Canyon from serial multibeam bathymetry.” Geol. Soc. Am. Bull., 117(9), 1123–1133.
Spinewine, B., Capart, H., Larcher, M., and Zech, Y. (2003). “Three-dimensional Voronoi imaging methods for the measurement of near-wall particulate flows.” Exp. Fluids, 34, 227–241.
Spinewine, B., Delobbe, A., Elslander, L., and Zech, Y. (2004). “Experimental investigation of the breach growth process in sand dikes.” Proc., River Flow 2004, Second IAHR Int. Conf. on Fluvial Hydraulics, Balkema, Naples, The Netherlands, 983–993.
Stacey, M. W., and Bowen, A. J. (1988). “The vertical structure of turbidity currents and a necessary condition for self-maintenance.” J. Geophys. Res., 93(C4), 3543–3553.
Toniolo, H., Parker, G., Voller, V., and Beaubouef, R. T. (2006). “Depositional turbidity currents in diapiric minibasins on the continental slope: experiments, numerical simulation and upscaling.” J. Sediment Res., 76, 798–818.
Turner, J. S. (1973). Buoyancy effects in fluids, Cambridge University Press, Cambridge, U.K.
van den Berg, J. H., and van Gelder, A. (1993). “A new bedform stability diagram, with emphasis on the transition of ripples to plane bed in flows over fine sand and silt.” Spec. Publ. Int. Assoc. Sedimentol., 17, 11–21.
Voulgaris, G., and Trowbridge, J. H. (1998). “Evaluation of the acoustic Doppler velocimeter (ADV) for turbulence measurements.” J. Atmos. Ocean. Technol., 15, 272–289.
Winn, R. D., and Dott, R. H., Jr. (1977). “Large-scale traction produced structures in deep-water fan channel conglomerates in southern Chile.” Geology, 5, 41–44.
Xu, J. P., Noble, M. A., and Rosenfeld, L. K. (2004). “In-situ measurements of velocity structure within turbidity currents.” Geophys. Res. Lett., 31, L09311.
Xu, J. P., Wong, F. L., Kvitek, R., Smith, D. P., and Paull, C. K. (2008). “Sandwave migration in Monterey Submarine Canyon, central California.” Mar. Geol., 248(3–4), 193–212.
Yokokawa, M., et al. (2008). “Bedform stability fields for smaller density ratio.” EOS Trans. Am. Geophys. Union, 89(53), Fall Meet. Suppl., Abstract H53B-1055.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 136Issue 7July 2010
Pages: 412 - 433

History

Received: Feb 27, 2009
Accepted: Dec 30, 2009
Published online: Jan 5, 2010
Published in print: Jul 2010

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Octavio E. Sequeiros [email protected]
Dept. of Civil and Environmental Engineering, Ven Te Chow Hydrosystems Laboratory, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801; presently, Shell International Exploration and Production B.V., Rijswijk, The Netherlands (corresponding author). E-mail: [email protected]
Benoit Spinewine
Dept. of Civil and Environmental Engineering, Ven Te Chow Hydrosystems Laboratory, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801; and, Fonds de la Recherche Scientifique-FNRS, Rue d’Egmont 5, B-1000 Bruxelles, Belgium; presently, Institute of Mechanics, Materials and Civil Engineering, Université catholique de Louvain, Place du Levant 1, B-1348 Louvain-la-Neuve, Belgium.
Rick T. Beaubouef
ExxonMobil Exploration Co., Houston, TX; presently, Hess Corporation, Houston, TX.
Tao Sun
ExxonMobil Exploration Co., Houston, TX.
Marcelo H. García, M.ASCE
Dept. of Civil and Environmental Engineering, Ven Te Chow Hydrosystems Laboratory, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801.
Gary Parker, M.ASCE
Dept. of Civil and Environmental Engineering, Ven Te Chow Hydrosystems Laboratory, Univ. of Illinois at Urbana-Champaign, 205 North Mathews Ave., Urbana, IL 61801; and, Dept. of Geology, Univ. of Illinois at Urbana-Champaign, Urbana, IL 61801.

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