• Title/Summary/Keyword: Resources estimation

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An Estimation Method of Renewable Energy ResourcesUsing History Data (이력 데이터를 이용한 대체에너지원 추정 기법)

  • Oh, In-Bae;Ahn, Yoon-Ae
    • Journal of the Korea Computer Industry Society
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    • v.5 no.9
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    • pp.1031-1042
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    • 2004
  • A renewable energy resource data has the characteristic that its measurement value changes every moment. So the amount of primitive data which is produced by the change of time arevast. Therefore researches are needed for the construction of history database which can save and manage vast amount of history information of renewable energy resource data systematically, the estimation system of renewable energy resources. In this paper, to solve these problems, the estimation method of renewable energy resources is suggested. The method makes it possible to estimate momently changing data of the past systematically.

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Discharge Estimation Using Non-dimensional Velocity Distribution and Index-Velocity Method in Natural Rivers (자연하천에서 무차원 유속분포-지표유속법을 이용한 유량산정)

  • Kim, Chang-Wan;Lee, Min-Ho;Jung, Sung-Won;Yoo, Dong-Hoon
    • Proceedings of the Korea Water Resources Association Conference
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    • 2007.05a
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    • pp.855-859
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    • 2007
  • It is essential to obtain accurate and highly reliable streamflow data for water resources planning, evaluation and management as well as design of hydraulic structures. A new discharge estimation method, which is named 'non-dimensional velocity distribution and index-velocity method,' was proposed in this research. This method showed very close channel discharges which were calculated with the exiting velocity-area method. When velocity-area method is used to estimate channel discharge, it is required to observe point velocities at every desired point and vertical using a current meter like Price-AA. However 'non-dimensional velocity distribution and index-velocity method' is used, it become optional to observe point velocities at every desired point and vertical. But this method can not be applied for the cases of very complex and strongly asymmetric channel cross-sections because non-dimensional velocity distribution by entropy concept may be quite biased from that of natural rivers.

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