Cover
Vol. 21 No. 3 (2021)

Published: October 31, 2021

Pages: 73-80

Original Article

Numerical 3D Model of Suspended Sediment Transport Downstream Al-Amarah Barrage, Iraq

Abstract

This research is an analytical study for simulation both sediment transport and flow within the Tigris river reach located downstream of the Al-Amarah barrage within the Maysan province. This study adopted a three-dimensional program (SSIIM) which use the Navier-Stokes equations for calculating the flow, and the convection-diffusion equations for calculating the sediment transport by the finite volume method as approximated method. A structured non-orthogonal three-dimensional grid is employed to perform the simulation. The obtained results are subsequently compared to the field measurements. The determination coefficient ( R 2 ) for this comparison is 0.96 for flow velocity distribution and 0.94 for sediment concentration distribution. The results also showed through the simulation of the water flow, the state of the secondary flow and its effect on both the main flow and the erosion of the river bed in the studied cross sections. According to the high convergence of the results of this model with the field measurements, this model is a powerful tool for simulating flow and sediment concentrations in river systems and channels.

References

  1. H. Chanson, The hydraulics of open channel flow: an introduction, 2nd Edition, Elsevier, ButterworthHeinemann, 2004.
  2. A. Khosronejad, C. D. Rennie, S. A. A. S. Neyshabouri, and R. D. Townsend, “3D numerical modeling of flow and sediment transport in laboratory channel bends”, ASCE, Journal of Hydraulic Engineering, Vol. 133, Issue 10, pp. 1123-1134, 2007.
  3. A. H. A. Atya, “Open channel flow simulation (sedimentation problem in rosaries dam)”, M.Sc. thesis, University of Khartoum, Faculty of Engineering, 2008.
  4. A. A. Ali, N. A. Al-Ansari, Q. Al-Suhail, and S. Knutsson, “Three-dimensional morphodynamic modelling of Tigris river in Baghdad”, Journal of Civil Engineering and Architecture, Vol. 11, pp. 571-594, 2017.
  5. M. E. Mohammad, N. A. Al-Ansari, S. Knutsson, and J. Laue, “A computational fluid dynamics simulation model of sediment deposition in a storage reservoir subject to water withdrawal”, MDPI, Water Journal, Vol. 12, Issue 4, pp. 1-15, 2020.
  6. N. R. B. Olsen, “A three-dimensional numerical model for simulation of sediment movements in water intakes with multiblock option”, SSIIM User's Manual. Department of Civil and Environmental Engineering, Norwegian University of Science and Technology, 2018.
  7. K. R. Abed, M. H. Hobi, and A. J. Jihad, “Numerical modeling of sediment transport upstream of Al-Ghammas barrage”, International Journal of Scientific & Engineering Research, Vol. 5, Issue 11, pp. 469-477, 2014.
  8. B. E. Launder and D. B. Spalding, “The numerical computation of turbulent flows”, Computer Methods in Applied Mechanics and Engineering, Vol. 3, Issue 2, pp. 269-289, 1974.
  9. B. E. Launder, A. Morse, W. Rodi, and D. B. Spalding, “Prediction of free shear flows: a comparison of the performance of six turbulence models”, Imperial College of Science and Technology, London, United Kingdom, Vol. 1, pp. 361-426, 1972.
  10. H. Schlichting, Boundary-Layer Theory, 7th Edition, Engineering University of Braunachwcig, Germany, McGraw-Hill Book Company, 1979.
  11. L. C. Van Rijn, “Mathematical modelling of morphological processes in the case of suspended sediment transport”, Ph.D. thesis, published as Delft Hydraulics Communication No. 382, Civil Engineering and Geosciences, 1987. http://resolver.tudelft.nl/uuid:c1c1fce6-afc6-4ca3-b707e108f256048c
  12. Eijkelkamp Soil and Water, Van veen grabs manual. Giesbeek, the Netherlands, 2008.
  13. A. A. Adegbola and O. S. Olaniyan, “Estimation of bed load transport in river Omi, south western Nigeria using grain size distribution data”, International Journal of Engineering and Technology, Vol. 2, No. 9, pp. 15871592, 2012.
  14. J. S. Maatooq, H. A. Omran, and H. K. Aliwe, “Empirical formula for estimation the sediment load in shat Al-Gharaf No. 1, pp. 38-41, 2016. https://www.iasj.net/iasj/download/8aff54ee3b4bdf8e
  15. Inter-Agency Committee on Water Resources, “A study of methods used in measurement and analysis of sediment loads in streams”, Report NO. 14. Determination of Fluvial Sediment Discharge, 1963.
  16. ASTM Standards D 422-63, “Standard test method for particle-size analysis of soils”, ASTM International Committee on Soil and Rock, United States, 2007.
  17. ASTM Standards D 854-02, “Standard test methods for specific gravity of soil solids by water pycnometer”, ASTM International Committee on Soil and Rock, United States, 2002.
  18. D. R. Maidment, Handbook of hydrology, 1st Edition, Civil Engineering, University of Texas at Austin, McGraw-Hill Company, New York, 1993.