Kaspar Vereide
Norwegian University of Science and Technology
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Publication
Featured researches published by Kaspar Vereide.
IEEE Transactions on Energy Conversion | 2017
Kaspar Vereide; Bjørnar Svingen; Torbjørn K. Nielsen; Leif Lia
This paper investigates the effect of surge tank throttling on governor stability, power control, and hydraulic transients in hydropower plants. The work is intended to be practical, but includes some new research. The practical contributions include a methodology for a combined evaluation of the effects of installing surge tank throttles in hydropower plants, and a demonstration of the throttle effects through a case study. The research contributions include the evaluation of the throttle effect on power control, and a comparison of the throttle effects on power control for governor systems with speed feedback exclusively versus combined speed and power feedback. Field measurements are used to calibrate a numerical model of the case-study hydropower plant. The results from the case study show that the throttle has an insignificant positive impact on governor stability. Power control is improved when a throttle is installed; the overshoot of produced power and the time until steady-state conditions occur are reduced. The throttle has a significant effect on the hydraulic transients, and increases the water hammer and reduces the mass oscillations in the system.
Journal of Hydraulic Research | 2015
Kaspar Vereide; Leif Lia; Torbjørn K. Nielsen
ABSTRACT The design and results from a hydraulic scale model of mass oscillations in a hydropower plant with a closed surge tank constructed as an underground rock cavern are presented. The results from the model test of an existing hydropower plant at scale 1:65 are compared with field measurements. The main contributions of this work include (1) an assessment of whether hydraulic models may be applied to evaluate hydropower tunnels with closed surge tanks, (2) a novel approach to scale atmospheric air pressure, and (3) an evaluation of the thermodynamic behaviour in the model and prototype. The hydraulic model is shown to provide an accurate representation of the maximum (first) amplitude, with a relative error of less than 4%. An estimate of the period of the oscillations has a relative error of less than 1%. The model has higher dampening compared with the prototype, resulting in the 20% relative error of the second amplitude. Both the model and prototype reveal approximately adiabatic behaviour of the closed surge tank.
Wasserwirtschaft | 2015
Kaspar Vereide; Wolfgang Richter; Gerald Zenz; Leif Lia
Journal of Hydraulic Engineering | 2015
Kaspar Vereide; Torbjørn Tekle; Torbjørn K. Nielsen
The international journal hydropower & dams | 2018
Wolfgang Richter; Kaspar Vereide; Gerald Zenz
Geomechanik Und Tunnelbau | 2017
Wolfgang Richter; Kaspar Vereide; Gerald Zenz
91 s. | 2017
Eivind Solvang; Knut Alfredsen; Leif Lia; Nils Rüther; Atle Harby; Stefan Jaehnert; Eve Walseth; Pål-Tore Storli; Kari Bråtveit; Kaspar Vereide
Archive | 2016
Kaspar Vereide
12th International Conference on Pressure Surges | 2016
W. Richter; G. Zenz; Kaspar Vereide
Gemeinschafts-Symposium der Wasserbau-Institute TU München, TU Graz und ETH Zürich | 2014
Wolfgang Richter; Kaspar Vereide; Josef Schneider; Helmut Knoblauch; Leif Lia; Gerald Zenz