A Study on Hydraulic Characteristics for Labyrinth Weir of Triangle Single Type

삼각형 단일 Labyrinth 위어의 수리특성 연구

  • 임장혁 (홍익대학교 건설도시공학부 토목공학과.방재연구센터) ;
  • 박영진 (서일대학 토목과) ;
  • 백경원 (한림성심대학 토목과) ;
  • 송재우 (홍익대학교 건설도시공학부 토목공학과)
  • Published : 2008.02.28

Abstract

Labyrinth weir is a hydraulic structure that can maintain constant water depth and increase overflow rate by increasing overflow width of weir through complicated displacement of its cross section. The labyrinth weir can be widely applied to various hydraulic facilities such as dam spillway, irrigation facilities, and canal structures. To date, however, few labyrinth weirs were applied to hydraulic facilities in Korea. Hence, in-depth research on labyrinth weir is highly required to efficiently apply the labyrinth weir to hydraulic facilities. This study was performed to analyze the hydraulic characteristics according to triangle labyrinth weir using hydraulic model experiments. The hydraulic characteristics provided in this study, which make it feasible to increase the overflow rate, and are expected to be widely applied to design of hydraulic facilities such as dam spillway and irrigation system.

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