Francis Turbine Draft Tube Troubleshooting during Operational Conditions Using CFD Analysis

Author:

Mohammadi Moona1,Hajidavalloo Ebrahim2,Behbahani-Nejad Morteza2,Mohammadi Mohammadreza3ORCID,Alidadi Saber1,Mohammadi Alireza4

Affiliation:

1. Operation and Maintenance Department, Water Supply Deputy, Khuzestan Water and Power Authority (KWPA), Ahvaz 61335-137, Iran

2. Mechanical Engineering Department, Shahid Chamran University of Ahvaz, Ahvaz 61357-83151, Iran

3. School of Science, Engineering, and Design, Teesside University, Middlesbrough TS1 3BX, UK

4. Generation and Transfer Planning Office, Operation Deputy, South East Company of Operation, Generation, and Transfer Water, Ahvaz 63461-15386, Iran

Abstract

Hydropower plant vibrations due to pressure fluctuations and their troubleshooting methods are some of the most challenging issues in power plant operation and maintenance. This paper targets these fluctuations in a prototype turbine in two geometries: the initially approved design and the as-built design. Due to topographic conditions downstream, these geometries slightly differ in the draft tube height; the potential effect of such a slight geometrical change on the applicability of troubleshooting techniques is investigated. Therefore, the water flow was simulated using the CFD scheme at three operating points based on the SST k–ω turbulence model, while the injection of water/air was examined to decrease the pressure fluctuations in the draft tube, and the outputs were compared with no-injection simulations. The results show that a slight change in draft tube geometry causes the pressure fluctuations to increase 1.2 to 2.8 times after 4 s injecting at different operating points. The modification in the location of the air injection also could not reduce the increase in pressure fluctuations and caused a 3.6-fold increase in pressure fluctuations. Therefore, the results show that despite water/air injection being a common technique in the hydropower industry to reduce pressure fluctuations, it is effective only in the initially approved design geometry. At the same time, it has a reverse effect on the as-built geometry and increases the pressure fluctuations. This research highlights the importance of binding the construction phase with the design and troubleshooting stages and how slight changes in construction can affect operational issues.

Publisher

MDPI AG

Subject

Water Science and Technology,Aquatic Science,Geography, Planning and Development,Biochemistry

Reference39 articles.

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3. Computational Analysis of Vortex Rope in a Hydro Turbine of Tucurul Dam;Junior;J. Braz. Soc. Mech. Sci. Eng.,2020

4. Mosonyi, E. (1991). Water Power Development High Head Power Plant, Akademiai Kiado.

5. Modern Trends in Selecting and Designing Francis Turbines;Water Power Dam Constr.,1976

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