Scour of the seabed under a pipeline in oscillating flow

China Ocean Engineering

Volumn 15, Issue 1, 2001, Pages 129-137

  Pu, Qun ^a   Li, Kun ^a   Gao, Fuping ^a  

^a INSTITUTE OF MECHANICS   (China)

Author keywords

Oscillating flow; Scour; pipeline; Seabed

Indexed keywords

EID: 31244435894     PISSN: 08905487     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (9)

1. th Int. Offshore and Polar Engineering Conf., Osaka, Japan.
2. Cevik, E. and Yûksel, Y., 1999. Scour under submarine pipelines in waves in shoaling conditions, J. Waterway, Port, Coastal and Ocean Engineering, ASCE, 125 (1): 9-19.
3. Fredsoe, J., 1984. Turbulent boundary layer in wave-current motion, J. Hydraulic Engineering, ASCE, 110 (8): 1103-1120.
4. st Int. Conf. on Offshore and Polar Eng., ISCOPE, Edinburgh, 308-314.
5. Herbich John B., 1981. Offshore pipeline design elements, MARCEL DEKKER, INC.
6. Plate, E. J., 1994. The need to consider non- stationary sediment transport. International Journal of Sediment Research, IRTCES, 9(3): 117-123.
7. PU Qun and LI Kun, 1999. Scour of the sand bed below the pipeline in oscillating flow, ACT A Mechanica Sinica, 31 (6): 677-681.
8. Sumer, B. M., Jensen, B. L. and Fredsoe, J., 1991. Effect of a plane boundary on oscillatory flow around a circular cylinder, J. Fluid Mech., 225, 271-300.
9. Sumer B. M. and Fredsoe, J., 1990. Scour below pipelines in waves, J. Waterway, Port, Coastal and Ocean Engineering. ASCE, 116 (3): 307-323.