Technical Notes
Feb 12, 2020

Depth-Averaged von Kármán Coefficient in Sediment-Laden Flows Using a Turbulent Kinetic Energy Balance

Publication: Journal of Hydraulic Engineering
Volume 146, Issue 4

Abstract

Precise prediction of bed shear stress (τ0) and velocity profile in open channels is critical in various applications. This paper deliberates on the depth-averaged von Kármán coefficient in sediment-laden flows based on the turbulent kinetic energy balance. Based on the conservation equation for turbulence energy derived in the literature, a densimetric von Kármán coefficient in sediment-laden flows is proposed by modifying the von Kármán coefficient of clear-water flow and incorporating a densimetric Kolmogorov number. Sensitivity analysis of the theoretical bed surface datum to the estimated von Kármán coefficient is also performed. Eighty-two sets of laboratory experiments were conducted to investigate the near-bed velocity distribution for sediment-laden flow using ultrasonic Doppler velocity (UDV). Based on the findings of the study and published data by others, a formula that could be used to calculate the depth-averaged von Kármán coefficient for sediment-laden flow is proposed. Leveraging on this formula, a new velocity distribution relationship for two-dimensional (2D) turbulent sediment-laden flow is also developed. The formula for the depth-averaged densimetric von Kármán coefficient can be obtained when the depth-averaged sediment concentration and sediment density are known. The quality of the predicted velocity distribution had been tested with others and found to produce a good estimate of turbulent velocity profiles with suspended sediments.

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Acknowledgments

This work was supported by the National Natural Science Foundation of China (Grant No. 51779137).

References

Ackerman, J. D., and T. M. Hoover. 2001. “Measurement of local bed shear stress in streams using a Preston-static tube.” Limnol. Oceanogr. 46 (8): 2080–2087. https://doi.org/10.4319/lo.2001.46.8.2080.
Barenblatt, G. I. 1996. Scaling, self-similarity, and intermediate asymptotics. Cambridge, UK: Cambridge University Press.
Bridge, J. S., and J. Jarvis. 1982. “The dynamics of a river bend: A study in flow and sedimentary processes.” Sedimentology 29 (4): 499–541. https://doi.org/10.1111/j.1365-3091.1982.tb01732.x.
Buchanan, P. A., and C. A. Ruhl. 2000. Summary of suspended-solids concentration data, San Francisco Bay, CA, California, water year 1996. Reston, VA: USGS.
Castro-Orgaz, O., J. V. Giráldez, L. Mateos, and S. Dey. 2012. “Is the von Kármán constant affected by sediment suspension.” J. Geophys. Res. Earth Surf. 117 (F4): 1–16.
Chien, N., and Z. Wan. 1999. Mechanics of sediment transport, 913. Reston, VA: ASCE.
Cioffi, F., and F. Gallerano. 1991. “Velocity and concentration profiles of solid particles in a channel with movable and erodible bed.” J. Hydraul. Res. 29 (3): 387–401. https://doi.org/10.1080/00221689109498441.
Coleman, N. L. 1970. “Flume studies of the sediment transfer coefficient.” Water Resour. Res. 6 (3): 801–809. https://doi.org/10.1029/WR006i003p00801.
Coleman, N. L. 1981. “Velocity profiles with suspended sediment.” J. Hydraul. Res. 19 (3): 211–229. https://doi.org/10.1080/00221688109499516.
Coleman, N. L. 1984. “Closure on ‘Velocity profile with suspended sediment’.” J. Hydraul. Res. 22 (4): 275–289.
Coleman, N. L. 1986. “Effects of suspended sediment on the open-channel velocity distribution.” Water Resour. Res. 22 (10): 1377–1384. https://doi.org/10.1029/WR022i010p01377.
Derksen, J. J. 2011. “Simulations of granular bed erosion due to laminar shear flow near the critical Shields number.” Phys. Fluids 23 (11): 113303. https://doi.org/10.1063/1.3660258.
Dey, S., S. Z. Ali, and E. Padhi. 2018. “Advances in analytical modeling of suspended sediment transport.” J. Hydro-environ. Res. 20 (Jun): 110–126. https://doi.org/10.1016/j.jher.2018.02.004.
Duan, J. G., and P. Y. Julien. 2010. “Numerical simulation of meandering evolution.” J. Hydrol. 391 (1–2): 34–46. https://doi.org/10.1016/j.jhydrol.2010.07.005.
Einstein, H. A., and N. Chien. 1955. Effects of heavy sediment concentration near the bed on velocity and sediment distribution: MRD sediment series number 8, 98. Berkeley, CA: Univ. of California, Institute of Engineering Research.
Elata, C., and A. T. Ippen. 1961. The dynamics of open channel flow with suspensions of neutrally buoyant particles. Cambridge, MA: Massachusetts Institute of Technology.
Engelund, F., and E. Hansen. 1972. A monograph on sediment transport in alluvial streams, 62. Copenhagen, Denmark: Teknisk Forlag.
Ferguson, R. I., and P. J. Ashworth. 1992. “Spatial patterns of bedload transport and channel change in braided and near-braided rivers.” In Dynamics of gravel bed rivers, edited by P. Billi, R. D. Hey, C. R. Thorne, and P. Tacconi, 477–496. Chichester, UK: Wiley.
Guo, J., and P. Y. Julien. 2001. “Turbulent velocity profiles in sediment-laden flows.” J. Hydraul. Res. 39 (1): 11–23. https://doi.org/10.1080/00221680109499798.
Gust, G. 1984. “Discussion on ‘Velocity profile with suspended sediment’.” J. Hydraul. Res. 22 (4): 263–289. https://doi.org/10.1080/00221688409499383.
Huthnance, J. M., J. D. Humphery, P. J. Knight, P. G. Chatwin, L. Thomsen, and M. White. 2002. “Near-bed turbulence measurements, stress estimates and sediment mobility at the continental shelf edge.” Prog. Oceanogr. 52 (2–4): 171–194. https://doi.org/10.1016/S0079-6611(02)00005-8.
Jobson, H. E. and W. W. Sayre. 1970. “Vertical transfer in open channel flow.” J. Hydraul. Div. 96 (3): 703–724.
Kamphuis, J. M. 1974. “Determination of sand roughness for fixed beds.” J. Hydraul. Res. 12 (2): 193–203. https://doi.org/10.1080/00221687409499737.
Kawanisi, K., and S. Yokosi. 1997. “Characteristics of suspended sediment and turbulence in a tidal boundary layer.” Cont. Shelf Res. 17 (8): 859–875. https://doi.org/10.1016/S0278-4343(96)00066-0.
Lu, J., Y. Zhou, Y. Zhu, J. Xia, and L. Wei. 2018. “Improved formulae of velocity distributions along the vertical and transverse directions in natural rivers with the sidewall effect.” Environ. Fluid Mech. 18 (6): 1491–1508. https://doi.org/10.1007/s10652-018-9608-6.
Lyn, D. A. 1987. Turbulence and turbulent transport in sediment-laden open-channel flows. Pasadena, CA: California Institute of Technology.
Lyn, D. A. 1988. “A similarity approach to turbulent sediment-laden flows in open channels.” J. Fluid Mech. 193: 1–26. https://doi.org/10.1017/S0022112088002034.
Montes, J. S. 1973. Interaction of two dimensional turbulent flow with suspended particles. Cambridge, MA: Massachusetts Institute of Technology.
Myrhaug, D. 2017. “Wave-induced bottom shear stress estimation in shallow water exemplified by using deep water wind statistics.” Oceanologia 59 (2): 102–107. https://doi.org/10.1016/j.oceano.2016.09.002.
Nezu, I., and W. Rodi. 1986. “Open channel flow measurements with a laser Doppler anemometer.” J. Hydraul. Eng. 112 (5): 335–355. https://doi.org/10.1061/(ASCE)0733-9429(1986)112:5(335).
Parker, G., and N. L. Coleman. 1986. “Simple model for sediment laden flows.” J. Hydraul. Eng. 112 (5): 356–375. https://doi.org/10.1061/(ASCE)0733-9429(1986)112:5(356).
Perlin, A., and E. Kit. 2002. “Apparent roughness in wave-current flow: Implication for coastal studies.” J. Hydraul. Eng. 128 (8): 729–741. https://doi.org/10.1061/(ASCE)0733-9429(2002)128:8(729).
Rankin, K. L., and R. I. Hires. 2000. “Laboratory measurement of bottom shear stress on a movable bed.” J. Geophys. Res. Oceans 105 (C7): 17011–17019. https://doi.org/10.1029/2000JC900059.
Revil-Baudard, T., J. Chauchat, D. Hurther, and O. Eiff. 2016. “Turbulence modifications induced by the bed mobility in intense sediment-laden flows.” J. Fluid Mech. 808 (Dec): 469–484. https://doi.org/10.1017/jfm.2016.671.
Schuttrumpf, H., et al. 2011. “A new approach to investigate the interactions between sediment transport and ecotoxicological processes during flood events.” Environ. Sci. Eur. 23 (1): 39.
Shen, W. 1997. An acoustic instantaneous sediment flux profiler for turbulent flow. Lausanne, Switzerland: Ecole Polytechnique Fédérale.
Soulsby, R. L. 1983. “The bottom boundary layer of shelf seas.” Elsevier Oceanogr. Ser. 35: 189–266. https://doi.org/10.1016/S0422-9894(08)70503-8.
Thorne, P. D., P. J. Hardcastle, and R. L. Soulsby. 1993. “Analysis of acoustic measurements of suspended sediments.” J. Geophys. Res. 98 (C1): 899–910. https://doi.org/10.1029/92JC01855.
Valiani, A. 1988. “An open question regarding shear flow with suspended sediments.” Meccanica 23 (1): 36–43. https://doi.org/10.1007/BF01561008.
Vanoni, V. A. 1940. Experiments on the transportation of suspended sediment by water. Pasadena, CA: California Institute of Technology.
Vanoni, V. A. 1946. “Transportation of suspended sediment by water.” Trans. Am. Soc. Civ. Eng. 111 (1): 67–102.
Vanoni, V. A., and G. N. Nomicos. 1959. “Resistance properties of sediment-laden streams.” Trans. Am. Soc. Civ. Eng. 85 (5): 1140–1167.
Van Rijn, L. C. 1984. “Sediment transport. III: Bed forms and alluvial roughness.” J. Hydraul. Eng. 110 (12): 1733–1754. https://doi.org/10.1061/(ASCE)0733-9429(1984)110:12(1733).
Wang, X. K., and N. Qian. 1989. “Turbulence characteristics of sediment-laden flow.” J. Hydraul. Eng. 115 (6): 781–800. https://doi.org/10.1061/(ASCE)0733-9429(1989)115:6(781).
Willemetz, J. C. 2000. DOP1000 application notes. Lausanne, Switzerland: Signal Processing S.A.
Yang, S. 2019. “Formula for sediment transport subject to vertical flows.” J. Hydraul. Eng. 145 (5): 4019013. https://doi.org/10.1061/(ASCE)HY.1943-7900.0001592.
Yang, S. Q., S. K. Tan, and S. Y. Lim. 2004. “Velocity distribution and dip-phenomenon in smooth uniform open channel flows.” J. Hydraul. Eng. 130 (12): 1179–1186. https://doi.org/10.1061/(ASCE)0733-9429(2004)130:12(1179).
Yoon, J. Y., and S. K. Kang. 2005. “A numerical model of sediment-laden turbulent flow in an open channel.” Can. J. Civ. Eng. 32 (1): 233–240. https://doi.org/10.1139/l04-089.
Yu, G., and G. Smart. 2003. “Aspect ratio to maximize sediment transport in rigid bank channels.” J. Hydraul. Eng. 129 (12): 927–935. https://doi.org/10.1061/(ASCE)0733-9429(2003)129:12(927).
Yu, G., and S. K. Tan. 2006. “Errors in the bed shear stress as estimated from vertical velocity profile.” J. Irrig. Drain. Eng. 132 (5): 490–497. https://doi.org/10.1061/(ASCE)0733-9437(2006)132:5(490).
Zhang, M., and G. Yu. 2017. “Critical conditions of incipient motion of cohesive sediments.” Water Resour. Res. 53 (9): 7798–7815. https://doi.org/10.1002/2017WR021066.

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Go to Journal of Hydraulic Engineering
Journal of Hydraulic Engineering
Volume 146Issue 4April 2020

History

Received: Mar 30, 2019
Accepted: Aug 29, 2019
Published online: Feb 12, 2020
Published in print: Apr 1, 2020
Discussion open until: Jul 12, 2020

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Authors

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Xiaohui Chen [email protected]
Ph.D. Candidate, State Key Laboratory of Ocean Engineering, High-Tech Ship and Deep-Sea Development Equipment Collaborative Innovation Center, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong Univ., No. 800, Dongchuan Rd., Minhang District, Shanghai 200240, China. Email: [email protected]
Minxi Zhang [email protected]
Research Associate, State Key Laboratory of Ocean Engineering, High-Tech Ship and Deep-Sea Development Equipment Collaborative Innovation Center, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong Univ., No. 800, Dongchuan Rd., Minhang District, Shanghai 200240, China. Email: [email protected]
Professor, State Key Laboratory of Ocean Engineering, High-Tech Ship and Deep-Sea Development Equipment Collaborative Innovation Center, School of Naval Architecture, Ocean, and Civil Engineering, Shanghai Jiao Tong Univ., No. 800, Dongchuan Rd., Minhang District, Shanghai 200240, China (corresponding author). ORCID: https://orcid.org/0000-0002-1233-5962. Email: [email protected]

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