Skip to main content
Log in

Numerical simulation of sediment erosion by submerged jets using an Eulerian model

  • Published:
Science China Technological Sciences Aims and scope Submit manuscript

Abstract

The erosion of loose beds by submerged circular impinging vertical turbulent jets is simulated using an Eulerian two-phase model which implements Euler-Euler coupled governing equations for fluid and solid phases, and a modified k-ɛ turbulence closure for the fluid phase. Both flow-particle and particle-particle interactions are considered in this model. The predictions of eroded bed profiles agree well with previous laboratory measurements and self-designed experiments. Analysis of the simulated results reveals that the velocity field of the jet water varies with various scouring intensities, that the scour depth and shape are mainly influenced by the driving force of the water when the density, diameter and porosity of the sand are the same, and that the porosity is an important contributor to sediment erosion. In this study, the scour depth, the height of dune and the velocity of the pore water increase with increasing porosity.

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.

Similar content being viewed by others

References

  1. Rajaratnam N, Beltaos S. Erosion by impinging circular turbulent jets. J Hydraul Division, 1977, 103(10): 1191–1205

    Google Scholar 

  2. Aderibigbe O O, Rajaratnam N. Erosion of loose beds by submerged circular impinging vertical turbulent jets. J Hydraul Res, 1996, 34(1): 19–33

    Article  Google Scholar 

  3. Rajaratnam N, Mazurek K A. Erosion of sand by circular impinging water jets with small tailwater. J Hydraul Eng, 2003, 129(3): 225–229

    Article  Google Scholar 

  4. Mazurek K A, Rajaratnam N, Sego D C. Scour of cohesive soil by submerged circular turbulent impinging jets. J Hydraul Eng, 2001, 127(7): 598–606

    Article  Google Scholar 

  5. Mazurek K A, Rajaratnam N. Scour of a cohesive soil by submerged plane turbulent wall jets. J Hydraul Res, 2003, 41(2): 195–206

    Article  Google Scholar 

  6. Mih W C, Kabir J. Impingement of water jets on nonuniform streambed. J Hydraul Eng, 1983, 109(4): 536–548

    Article  Google Scholar 

  7. Ansari S A, Kothyari U C. Influence of cohesion on scour under submerged circular vertical jets. J Hydraul Eng, 2003, 129(12): 1014–1019

    Article  Google Scholar 

  8. Sun D P, Yang H L, Zhang X S, et al. Measurement and simulation of 3D flow field in the pier scouring pool (in Chinese). Advan Water Sci, 2007, 18(5): 711–716

    Google Scholar 

  9. Deng J, Qu J X, Liu C, et al. Numerical simulation of scouring of aerated jet flow (in Chinese). J Sichuan U (Eng Sci Ed), 2008, 40(3): 1–5

    Google Scholar 

  10. Deng J, Xu W L, Yang Z C, et al. Numerical simulation of scouring on bedrock (in Chinese). Adv Water Sci, 2005, 16(1): 47–51

    Google Scholar 

  11. Andreas R B. Mutlu S, Jørgen F, et al. Numerical and experimental investigation of flow and scour around a circular pile. J Fluid Mech, 2005, 534(4): 351–401

    MATH  MathSciNet  Google Scholar 

  12. Boemer A, Qi H, Renz U, et al. Eulerian computation of fluidized hydrodynamics—a comparison of physical models. Proc of the 13th Int Conf on Fluidized Bed Combustion, 1995, 2: 775–787

    Google Scholar 

  13. Hinze J O. Turbulence. New York: McGraw-Hill, 1975

    Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to ZhongDong Qian.

Rights and permissions

Reprints and permissions

About this article

Cite this article

Qian, Z., Hu, X., Huai, W. et al. Numerical simulation of sediment erosion by submerged jets using an Eulerian model. Sci. China Technol. Sci. 53, 3324–3330 (2010). https://doi.org/10.1007/s11431-010-4165-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11431-010-4165-3

Keywords

Navigation