Study of the Flow Structure in a Penstock in Unsteady Regime
Authors: F. Nkontchou Ngongang, M. Tchawe Tchawe, B. Djeumako, B. Kenmeugne
Abstract:
In this work, the flow structure in the Songloulou dam, is visualized in a time interval to observe the different fluid layers in our structure. Firstly, the three-dimensional modelling of the penstock is carried out in the software Gambit, followed by calculations in Fluent that proceeds introduction of boundary conditions. After calculation, we identified four periods corresponding to four regimes. In the first, spanning from 0.00 to 1.50s, we have the non-developed hydraulically rough turbulent regime, characterized by abrupt variations with modifications of the velocity fields. The second extends from 1.50 to 3.50s, where we have the transition regime characterized by slight variations and modifications of the velocity fields but with a great difference of the values of the current lines. From 3.50 to 5.00s, we encounter the third, which is the fully developed turbulent hydraulically rough regime, characterized by fields that vary no more, but have minute differences in the streamlines. The last period is from 5.00s and more, where we have a flow that is almost stationary, hence there are no changes in the fields.
Keywords: Unsteady flow, penstock, friction coefficient, hydroelectric dam.
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[1] R. Kumar and Singal, “Penstock material selection in small hydropower plants using MADM methods,” Renewable and Sustainable Energy Reviews, vol. 52, pp 240–255, 2015.
[2] D. Wensheng, L. Xuemei and L. Yunhua, “Analysis of Stiffened Penstock External Pressure Stability Based on Immune Algorithm and Neural Network,” Hindawi Publishing Corporation Mathematical Problems in Engineering, vol 14, Article ID 823653, 11 p., (2014)
[3] M. G. Ftatsi, T. Larrard and F. Duprat, “Fiabilité fonctionnelle résiduelle d'un barrage atteint de réaction alcali-granulats,” AJCE, vol 36, Issue 1, pp. 84 – 87, (2018).
[4] T. Tchawe, D. Tcheukam-Toko., N. Kenmeugne and T. Djiako, “Numerical Study of Flow in the Water Inlet of the Penstock of a Hydroelectric Dam,” International Journal of Current Research, vol. 10, Issue 07, pp. 71061-71066, (2018).
[5] F. Nkontchou, T. Tchawe, Tientcheu N., T. Djiako, B. Djeumako and D. Tcheukam-Toko, “Determination of the Dynamic Field in the Penstock of the Trois-Gorges Dam by a Numerical Approach,” International Journal of Energy Engineering, 2021,11(1): 9-16
[6] D. Wilson, “Turbulence modeling for CFD,” DCV industries, 2nd Edition, 1998.
[7] D. Bates, N. Lane and I. Ferguson, “Computational Fluid Dynamics: Applications in Environmental Hydraulics,” John Wiley & Sons, Ltd, ISBN: 0-470-84359-4, (2005).
[8] T. Von Karman, “The fundamentals of the statistical theory of turbulence,” Journal of Aeronautical Science, vol 4, 131-138, (1984).
[9] Fluent, User manual 6.3.26, (2006).
[10] D. Brkic and P. Praks, “Unified Friction Formulation from Laminar to Fully Rough Turbulent Flow,” Applied Sciences MDPI, vol 8, no 2036 (2018); doi :10.3390/app8112036
[11] C. Wang, T. Meng, H. Hu and L. Zhang, “Accuracy of the ultrasonic flow meter used in the hydroturbine intake penstock of the Three Gorges Power Station,” Flow Measurement and Instrumentation, vol 25, pp 32–39 (2012).
[12] T. Tchawe, T. Djiako, B. Kenmeugne and D. Tcheukam-Toko, (2018), “Numerical Study of the Flow Upstream of a Water Intake Hydroelectric Dam in Stationary Regime,” American Journal of Energy Research, vol 6, No. 2, pp 35-41, 2018.
[13] A. Adamkowski, Z. Krzemianowski and W. Janicki, “Improved Discharge Measurement Using the Pressure-Time Method in a Hydropower Plant Curved Penstock,” Journal of Engineering for Gas Turbines and Power, vol 131, 6 p, 2009.