Skip to main content
Log in

Modelling suspended sediment in environmental turbulent fluids

  • Published:
Journal of Engineering Mathematics Aims and scope Submit manuscript

Abstract

Modelling sediment transport in environmental turbulent fluids is a challenge. This article develops a model of the longitudinal transport of suspended sediment in environmental fluid flows such as floods and tsunamis. The model is systematically derived from a three-dimensional turbulence model based on the Smagorinski large eddy closure. Embedding the physical dynamics into a family of problems and analysing the linear dynamics of the system, the centre manifold theory indicates the existence of a slow manifold parameterised by macroscale variables. Computer algebra then constructs the slow manifold in terms of fluid depth, depth-averaged longitudinal velocities, and suspended sediment concentration. The model includes the effects of sediment erosion, advection and dispersion and the interactions between the sediment and turbulent fluid flow. Vertical distributions of the velocity and concentration in steady flow agree with established experimental data. For a pilot study, numerical simulations of the suspended sediment under long waves show that the developed model predicts physically reasonable sediment flow interaction.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Institutional subscriptions

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8

Similar content being viewed by others

Notes

  1. This and the following boundary conditions are expressed in terms of ensemble mean quantities. Consequently, terms in the mean of the products of fluctuation might appear and a closure for them invoked [24, §2.2.6]. We assume the closure is that such products of fluctuation are negligible in the boundary conditions.

  2. http://www.reduce-algebra.com.

References

  1. Hunt JN (1954) The turbulent transport of suspended sediment in open channels. Proc R Soc Lond A 224(1158):322–335

    Article  ADS  MATH  Google Scholar 

  2. van Rijn LC (1984) Sediment transport, part II: suspended load transport. J Hydraul Eng 110(11):1613–1641

    Article  Google Scholar 

  3. Celik I, Rodi W (1988) Modeling suspended sediment transport in nonequilibrium situations. J Hydraul Eng 114:1157–1191

    Article  Google Scholar 

  4. Fredsoe J, Deigaard R (1992) Mechanics of coastal sediment transport, vol 3., Advanced series on Ocean Engineering, World Scientific Publishing, Singapore

  5. Wu W, Rodi W, Wenka T (2000) 3D numerical modeling of flow and sediment transport in open channels. J Hydraul Eng 126:4–15

    Article  Google Scholar 

  6. Pittaluga M, Seminara G (2003) Depth-integrated modeling of suspended sediment transport. Water Resour Res 39(1137):11

    Google Scholar 

  7. Cao M, Roberts AJ (2012) Modelling 3D turbulent floods based upon the Smagorinski large eddy closure. In: Brandner PA, Pearce BW (eds) Proceedings of the 18th Australasian fluid mechanics conference, Australasian Fluid Mechanics Society

  8. Aulbach B, Wanner T (2000) The Hartman–Grobman theorem for Caratheodory-type differential equations in Banach spaces. Nonlinear Anal 40:91–104

    Article  MathSciNet  MATH  Google Scholar 

  9. Potzsche C, Rasmussen M (2006) Taylor approximation of integral manifolds. J Dyn Differ Equ 18(2):427–460

    Article  MathSciNet  MATH  Google Scholar 

  10. Roberts AJ (2015) Macroscale, slowly varying, models emerge from the microscale dynamics in long thin domains. IMA J Appl Math 76:1–27

    Google Scholar 

  11. Cao M, Roberts AJ (2014) Modelling suspended sediment in environmental turbulent fluids. Tech. rep., arXiv:1407.1579

  12. Schultz MP, Flack KA (2007) The rough-wall turbulent boundary layer from the hydraulically smooth to the fully rough regime. J Fluid Mech 580:381–405

    Article  ADS  MATH  Google Scholar 

  13. Schultz MP, Flack KA (2013) Reynolds-number scaling of turbulent channel flow. Phys Fluids 25:025104

    Article  ADS  Google Scholar 

  14. Georgiev DJ, Roberts AJ, Strunin DV (2009) Modelling turbulent flow from dam break using slow manifolds. In: Mercer GN, Roberts AJ (eds) Proceedings of the 14th biennial computational techniques and applications conference, CTAC-2008, ANZIAM J, 50:C1033–C1051

  15. Roberts AJ, Georgiev DJ, Strunin DV (2008) Model turbulent floods with the Smagorinsky large eddy closure. Tech. rep., arXiv:0805.3192

  16. Nezu I (2005) Open-channel flow turbulence and its research prospect in the 21st century. J Hydraul Eng 131:229–246

    Article  Google Scholar 

  17. Rastogi AK, Rodi W (1978) Prediction of heat and mass transfer in open channels. J Hydraul Div 104:397–419

    Google Scholar 

  18. Keller RJ, Rodi W (1988) Prediction of flow characteristics in main channel/flood plain flows. J Hydraul Res 26(4):425–442

    Article  Google Scholar 

  19. Mei Z, Roberts AJ, Li Z (2003) Modelling the dynamics of turbulent floods. SIAM J Appl Math 63(2):423–458

    Article  MathSciNet  MATH  Google Scholar 

  20. Wilcox DC (1998) Turbulence modeling for CFD, 2nd edn. DCW Industries Inc, Lake Arrowhead, CA

  21. Davidson L (2003) An introduction to turbulence models. Tech. Rep. 97/2, Chalmers University of Technology, Department of thermo and fluid dynamics

  22. Georgiev DJ, Roberts AJ, Strunin DV (2007) The dynamics of the vertical structure of turbulence in flood flows. In: Read W, Larson JW, Roberts AJ (eds) Proceedings of the 13th biennial computational techniques and applications conference, CTAC-2006, 48:C573–C590

  23. Chanson H (2004) Hydraulics of open channel flow. Butterworth–Heinemann, Oxford

    Google Scholar 

  24. Cao M (2014) Modelling environmental turbulent fluids and multiscale modelling couples patches of wave-like system. PhD thesis, School of Mathematical Sciences, University of Adelaide

  25. Roberts AJ (1996) Low-dimensional models of thin film fluid dynamics. Phys Lett A 212:63–72

    Article  ADS  MathSciNet  MATH  Google Scholar 

  26. Prokopiou T, Cheng M, Chang HC (1991) Long waves on inclined films at high Reynolds number. J Fluid Mech 222:665–691

    Article  ADS  MATH  Google Scholar 

  27. Roberts AJ (2014) Model emergent dynamics in complex systems. SIAM, Philadelphia

    Google Scholar 

  28. Roberts AJ (1988) The application of centre-manifold theory to the evolution of systems which vary slowly in space. J Austral Math Soc Ser B 29:480–500

    Article  MathSciNet  MATH  Google Scholar 

  29. Roberts A (2008) The inertial dynamics of thin film flow of non-Newtonian fluids. Phys Lett A 372(10):1607–1611

    Article  ADS  MathSciNet  MATH  Google Scholar 

  30. Zedler EA, Street RL (2006) Sediment transport over ripples in oscillatory flow. J Hydraul Eng 132(2):180–193

    Article  Google Scholar 

  31. Taylor GI (1953) Dispersion of soluble matter in solvent flowing slowly through a tube. Proc R Soc Lond A 219:186–203

    Article  ADS  Google Scholar 

  32. Ribe NM (2001) Bending and stretching of thin viscous sheets. J Fluid Mech 433:135–160

    Article  ADS  MathSciNet  MATH  Google Scholar 

  33. Wu W (2004) Depth-averaged two-dimensional numerical modeling of unsteady flow and nonuniform sediment transport in open channels. J Hydraul Eng 130(10):1013–1024

    Article  Google Scholar 

  34. Duan JG (2004) Simulation of flow and mass dispersion in meandering channels. J Hydraul Eng 130:964–976

    Article  Google Scholar 

  35. Duan JG, Nanda SK (2006) Two-dimensional depth-averaged model simulation of suspended sediment concentration distribution in a groyne field. J Hydrol 327(3–4):426–437

    Article  Google Scholar 

  36. Cellino M, Graf WH (1999) Sediment-laden flow in open channels under noncapacity and capacity conditions. J Hydraul Eng 125(5):455–462

    Article  Google Scholar 

  37. Yoon JY, Kang SK (2005) A numerical model of sediment-laden turbulent flow in an open channel. Can J Ci Eng 32(1):233–240

    Article  Google Scholar 

  38. Song T, Graf WH (1996) Velocity and turbulence distribution in unsteady open-channel flow. J Hydraul Eng 122(3):141–154

    Article  Google Scholar 

  39. Kos’yan RD, Divinskiy BV, Krylenko MV, Vincent CE (2007) Modelling of the vertical distribution of suspended sediment concentration under waves with a group structure. In: OCEANS 2007—Europe. IEEE, pp 1–6. doi:10.1109/OCEANSE.2007.4302378

  40. Osborne PD, Vincent CE (1996) Vertical and horizontal structure is suspended sand concentrations and wave-induced fluxes over bedforms. Mar Geol 131(3–4):195–208

    Article  Google Scholar 

  41. Balmforth NJ, Mandre S (2004) Dynamics of roll waves. J Fluid Mech 514:1–33

    Article  ADS  MathSciNet  MATH  Google Scholar 

  42. Zedler EA, Street RL (2001) Large-eddy simulation of sediment transport: currents over ripples. J Hydraul Eng 127(6):444–452

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Meng Cao.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Cao, M., Roberts, A.J. Modelling suspended sediment in environmental turbulent fluids. J Eng Math 98, 187–204 (2016). https://doi.org/10.1007/s10665-015-9817-7

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s10665-015-9817-7

Keywords

Mathematics Subject Classification

Navigation