• Title/Summary/Keyword: 계류블럭 거동

Search Result 2, Processing Time 0.017 seconds

Behavior of Mooring Line of Silt Protector According to the Change of Sea Level (조위 변화에 따른 오탁방지막 계류라인의 거동)

  • 홍남식;김정윤;강석욱
    • Proceedings of the Korean Society of Coastal and Ocean Engineers Conference
    • /
    • 2002.08a
    • /
    • pp.144-147
    • /
    • 2002
  • 오탁방지막은 해상이나 하천에서 준설 및 매립공사등으로 인한 부유사 확산을 방지하는 막체구조로서 부력이 우수한 Polystyrene계로 원통형 부체를 이루는 부체부, 고장력 합성섬유를 사용하여 외력에 대하여 저항하고 여과기능이 있는 막체부,그리고 막체부의 이동을 막기 위해 해저면에 고정시키는 계류라인(Mooring Line) 및 블록(Anchor Block)부로 이루어져 있다 특히 계류라인은 와이어로프 또는 체인 등으로 부체부와 앵커블럭을 연결시켜 주는 역할을 한다. (중략)

  • PDF

Hydraulic Model Experimental Study on the Rope Kink Phenomena and Mooring Block Behavior under Wave Conditions at a Seaweed Farm (연승 수하식 양식시설의 파랑 중 해조류 꼬임 현상 및 계류용 블록 이동에 관한 수리모형 실험적 연구)

  • Kim, Heon-Tae;Choi, Jin-Hyu;Yoon, Han-Sam
    • Journal of the Korean Society of Marine Environment & Safety
    • /
    • v.20 no.1
    • /
    • pp.11-17
    • /
    • 2014
  • In this study, a hydraulic model experiment under wave conditions was carried out to investigate the gap/distance between two near-unit farm lines that affects the rope kink and shape variation of a seaweed farm during mooring block movement. As a result, rope kink occurred during the low wave height condition as the gap/distance between the two near-unit farm lines decreased. The seaweed farm maintained a stable shape in the higher wave height conditions as the gap/distance between the two near-unit farm lines increased. This result indicates that rope kink is sensitively affected by the gap/distance between the two near-unit farm lines. A tendency to increase the critical wave height was observed when mooring block movement occurred, and as the mooring block weight and wave period increased. From the experimental results in which incident wave conditions and the mooring block weight changed, as the front side mooring block weight increased from 3.0 to 8.0 tons, the seaweed farm was stable, and rear side mooring block movement hardly occurred. The observed tension of the seaside mooring line was a maximum at about 3.0 ton/m.