• Title/Summary/Keyword: 교축여유

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Study on Optimization of Throttle Margin in High Pressure Turbine of Nuclear Power Plant (원자력 발전소 고압터빈의 교축여유(Throttle Margin) 최적화 연구)

  • Ko, W.S.
    • Journal of Power System Engineering
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    • v.14 no.4
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    • pp.43-49
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    • 2010
  • In the present study, optimization of throttle margin for high pressure turbine to be retrofitted or partially modified for power uprating or life extension in nuclear power plant, has been performed to increase the electrical output. Throttle margin for high pressure turbine is required to maintain all the time the rated power by opening more of governor valves whenever inlet pressure is decreased due to the tube plugging of steam generator. If throttle margin of high pressure turbine is too much compared to remaining lifetime, loss of electrical output due to pressure drop of governor valves is inevitable. On the contrary, if it is too little, the rated power operation can not be accomplished when inlet pressure of high pressure turbine is dropped after many years operation. So, throttle margin for high pressure turbine in nuclear power plant is compromised considering for the degradation of steam generator, governor valve capacity, manufacturing tolerance of high pressure turbine, future plan of power uprating, and remaining lifetime of power plant.

Dynamic Characterisics of the Bridge Retrofitted by Restrainer under Seismic Excitations Considering Pounding Effects (충돌효과를 고려한 Restrainer로 보강된 교량의 지진하중에 대한 거동특성분석)

  • 김상효;마호성;이상우
    • Journal of the Earthquake Engineering Society of Korea
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    • v.3 no.3
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    • pp.75-86
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    • 1999
  • An analysis model is developed to evaluate the dynamic responses of a bridge system under seismic excitations, in which pounding actions between girders are considered in addition to other phenomena such as nonlinear pier motion, rotational and translational motions of foundations. The model also considers the abutment and restrainers connecting adjacent girders to prevent the unseating failures. Using the developed model, the longitudinal dynamic behaviors of a bridge system are examined for various peak ground accelerations, and the effects of the applied restrainers are investigated. It is found that the restrainers reduce the relative displacement with the shorter clearance length as well as the higher stiffness of the restrainers for moderate excitations. However, in the region with strong excitations the restrainers may yield due to the large relative displacement. Therefore, the extension of support length in addition to restrainers may need to prevent the unseating failure more effectively.

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