Abstract

Hydraulic turbines are widely used to meet real-time electricity demands. Computational fluid dynamic (CFD) techniques have played an important role in the design and development of such turbines. The simulation of a complete turbine requires substantial computational resources. A specific approach that is applied to investigate the flow field of one turbine may not work for another turbine. A series of Francis-99 workshops have been planned to discuss and explore the CFD techniques applied within the field of hydropower with application to high-head Francis turbines. The first workshop was held in December 2014 at the Norwegian University of Science and Technology, Norway. The steady-state measurements were conducted on a model Francis turbine. Three operating points, part load, best efficiency point, and high load, were investigated. The complete geometry, meshing, and experimental data concerning the hydraulic efficiency, pressure, and velocity were provided to the academic and industrial research groups. Various researchers have conducted extensive numerical studies on the high-head Francis turbine, and the obtained results were presented during the workshop. This paper discusses the presented numerical results and the important outcome of the extensive numerical studies on the Francis turbine. The use of a wall function assuming equilibrium between the production and dissipation of turbulence is widely used in the simulation of hydraulic turbines. The boundary layer of hydraulic turbines is not fully developed because of the continuously-changing geometry and large pressure gradients. There is a need to develop wall functions that enable the estimation of viscous losses under boundary development for accurate simulations. Improved simulations and results enable reliable estimation of the blade loading. Numerical investigations on leakage flow through the labyrinth seals were conducted. The volumetric efficiency and losses in the seals were determined. The seal leakage losses formulated through analytical techniques are sufficient.

Highlights

  • Computational fluid dynamic (CFD) techniques have been used to study the flow conditions inside hydraulic turbines over the past three decades [1]

  • The use of a wall function assuming equilibrium between the production and dissipation of turbulence is widely used in the simulation of hydraulic turbines

  • The Francis-99 test case consists of a high-head Francis turbine model, whose geometry, together with meshing and measurement data, are available for academic research purpose [2]

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Summary

Introduction

Computational fluid dynamic (CFD) techniques have been used to study the flow conditions inside hydraulic turbines over the past three decades [1]. An open test case allowing researchers to interact to address such questions is, necessary to develop the numerical capacity for the study of hydraulic turbines. The main objective of the Francis-99 test case is to provide an open platform to industrial and academic researchers to explore and develop the capabilities of CFD techniques within the field of hydropower research. The Francis-99 test case consists of a high-head Francis turbine model, whose geometry, together with meshing and measurement (pressure and velocity) data, are available for academic research purpose [2]. The motivation resided in the continuous development of more powerful computers, thereby facilitating the use of more advance turbulence models and accurate numerical schemes. This paper provides an important summary of the numerical results presented in the first workshop

Test Rig
Instrumentation
Calibration and Uncertainty Analysis
Measurements
Geometry
Statistics
Mesh Scaling
Quantity of curves
Quantity of Interest
Efficiency
Pressure
14. The flow figure shows unsteady pressure variations at draftof tube locations
Velocity
Volumetric andsmall torque losses from labyrinth seals of the model
Interface Modeling Techniques
23. Comparison
P U i xi xi x j t
Findings
Summary
Full Text
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