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파랑 및 정상흐름에 의한 해저관로 주변의 국부세굴 특성 비교

Comparison of Local Scour around Pipeline Caused by Waves and Steady Currents

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참고문헌

키워드

주제분류해양공학

초록

The primary purpose of the present study was to investigate the mechanism causing scour around a pipeline placed on the seabed in a shallow water zone. Such submarine pipelines are usually exposed to currents and waves. The present experiments made estimates for each different flow type. The scour width and depth in the equilibrium scour phase were analyzed by non-dimensional parameters. The experiment in this study considered various parameters: pipe diameters, wave periods, wave heights, and current velocities. Using the experimental results, the correlations of scour width, scour depth, and main non-dimensional parameters such as the Fr number and KC number were analyzed. In the case of steady currents, the scour hole was closely related to the bottom velocity, while the scour hole in waves showed a relatively low correlation to the bottom velocity because when exposed to waves the scour hole was restricted according to the movement distance of the water particles during a wave period. However, the scour width under a steady current was not limited because vortex shedding was well developed from having enough time and distance.

Abstract

The primary purpose of the present study was to investigate the mechanism causing scour around a pipeline placed on the seabed in a shallow water zone. Such submarine pipelines are usually exposed to currents and waves. The present experiments made estimates for each different flow type. The scour width and depth in the equilibrium scour phase were analyzed by non-dimensional parameters. The experiment in this study considered various parameters: pipe diameters, wave periods, wave heights, and current velocities. Using the experimental results, the correlations of scour width, scour depth, and main non-dimensional parameters such as the Fr number and KC number were analyzed. In the case of steady currents, the scour hole was closely related to the bottom velocity, while the scour hole in waves showed a relatively low correlation to the bottom velocity because when exposed to waves the scour hole was restricted according to the movement distance of the water particles during a wave period. However, the scour width under a steady current was not limited because vortex shedding was well developed from having enough time and distance.

참고문헌 (11)

  1. 오현식, "해저 바닥에 놓인 관로하의 파에 의한 국부세굴 특성", 대한토목학회 논문집B, 24(3b), pp.247~257 (2004), 대한토목학회
  2. Bearman, P.W, "Flow around a Circular Cylinder Near a Plane Boundary", Journal of Fluid Mechanics, 89(1), pp.3347~ (1978)
  3. Chiew,Y.M, "Mechanics of Local Scour around Submarine Pipe Lines", Journal of Hydraulic Engineering, 116(4), pp.515~529 (1990)
  4. Chiew,Y.M, "Flow around Horizontal Circular Cylinder in Shallow Flows", Journal of Waterway, Port Coastal and Ocean Engineering, 117(2), pp.120~135 (1991)
  5. Çevik, E, "Scour under Submarine Pipelines in Waves in Shoaling Conditions", Journal of Waterway, Port Coastal and Ocean Engineering, 125(1), pp.1~11 (1999)
  6. Herbich,J.B, "Scour around Pipelines and Other Objects,Offshore Pipeline Design Elements", pp.43~96 (1981), Marcel Dekker Inc
  7. Jensen, B.L., "Flow around and Forces on a Pipeline Near a Scoured Bed in Steady Stream", Journal of Offshore Mech, (112,), pp.206~312 (1990)
  8. Kjeldsen, S.P, "Local Scour Near Offshore Pipelines", Proc. Second Int. Port and Ocean Engineering under Arctic Conditions Conf, pp.308~331 (1973)
  9. Sümer, B.M., "Interaction between Vibrating Pipe and Erodible Bed", Journal of Waterway, Port Coastal and Ocean Engineering, 144(1), pp.81~92 (1988)
  10. Sümer, B.M, "Scour Below Pipelines in Waves", Journal of waterway, port Coastal and Ocean Eng, 116(3), pp.307~323 (1990), ASCE
  11. Sümer, B.M, "Onset of Scour Below a Pipeline Exposed to Waves", Offshore and Polar Eng, 1(3), pp.189~194 (1991)

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