Proceedings of the International Conference on Coastal Engineering | |
INITIAL GAP IN BREAKOUT OF HALF-BURIED SUBMARINE PIPE DUE TO WAVE ACTION | |
Mostafa A. Foda2  Adrian W.K. Law1  | |
[1] Bechtel Corporation;Hydraulic and Coastal Engineering Division, Department of Civil Engineering, University of California at Berkeley | |
关键词: submarine pipe; pipeling; pipe breakout; | |
DOI : 10.9753/icce.v24.%p | |
学科分类:建筑学 | |
来源: Coastal Engineering Research Council | |
【 摘 要 】
An analytical formulation is presented for the analysis of the breakout of a half-buried submarine pipe due to wave action. The formulation accounts for the contact between the pipe and the soil due to the horizontal hydrodynamic force. An asymmetric gap geometry is described that incorporates a second order expansion in the gap opening due to the pipe rise. Results with this formulation demonstrate the existence of an initial gap of the order 1 mm in the breakout experiments. With this initial gap, the gap flux dominated the influx of water into the gap from the beginning of the breakout process.
【 授权许可】
Unknown
【 预 览 】
Files | Size | Format | View |
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RO201912020441007ZK.pdf | 134KB | download |