자연하천에서 무차원 유속분포-지표유속법을 이용한 유량산정

Discharge Estimation Using Non-dimensional Velocity Distribution and Index-Velocity Method in Natural Rivers

  • 김창완 (한국건설기술연구원 수자원연구부) ;
  • 이민호 (한국건설기술연구원 수자원연구부) ;
  • 정성원 (한국건설기술연구원 / 유량조사사업단) ;
  • 유동훈 (아주대학교 환경건설교통공학부)
  • 발행 : 2007.05.17

초록

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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