2015
DOI: 10.5293/ijfms.2015.8.2.063
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Improved prediction of Pump Turbine Dynamic Behavior using a Thoma number dependent Hill Chart and Site Measurements

Abstract: Water hammer phenomena are important issues for the design and the operation of hydro power plants. Especially, if several reversible pump-turbines are coupled hydraulically there may be strong unit interactions. The precise prediction of all relevant transients is challenging. Regarding a recent pump-storage project, dynamic measurements motivate an improved turbine modeling approach making use of a Thoma number dependency. The proposed method is validated for several transient scenarios and turns out to impr… Show more

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Cited by 3 publications
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“…, where, τ is the dimensionless valve position; C d A G is the coefficient of the discharge times area of valve opening; and τ' is a small perturbation of the guide vane position with amplitude, T V , and angular frequency, ω, for time, t. "Re" represents the real part of the complex value within parentheses and subscript "0" stands for the initial steady condition. Equations (12) and (13) are represented in the matrix form as…”
Section: Pipeline In Seriesmentioning
confidence: 99%
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“…, where, τ is the dimensionless valve position; C d A G is the coefficient of the discharge times area of valve opening; and τ' is a small perturbation of the guide vane position with amplitude, T V , and angular frequency, ω, for time, t. "Re" represents the real part of the complex value within parentheses and subscript "0" stands for the initial steady condition. Equations (12) and (13) are represented in the matrix form as…”
Section: Pipeline In Seriesmentioning
confidence: 99%
“…In addition, the hydraulic system in Figure 2 is modified to the equivalent system consisting of eight different pipes. The various pipes in series (1-6), (6)(7)(8)(9)(10)(11)(12)(13)(14)(15)(16), (17,19,21), (18,20,22), (23,25,27,29,31), (24,26,28,30,32), (33,34), and (35-38) of the original system shown in Figure 2 were substituted by their respective single equivalent pipes [30]. The sensitivity analysis was carried out with the equivalent system for OS 2 and OS 3 .…”
Section: Sensitivity Analysismentioning
confidence: 99%
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