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PAN Dongzi,WANG Lizhong,PAN Cunhong,HU Jinchun.Experimental investigation on the wave-induced pore pressure around shallowly embedded pipelines[J].Acta Oceanologica Sinica,2007,(5):125-135
Experimental investigation on the wave-induced pore pressure around shallowly embedded pipelines
Experimental investigation on the wave-induced pore pressure around shallowly embedded pipelines
投稿时间:2006-11-08  修订日期:2007-05-23
DOI:
中文关键词:  ocean engineering  model test  submarine pipeline  pore pressure  wavelet analysis
英文关键词:ocean engineering  model test  submarine pipeline  pore pressure  wavelet analysis
基金项目:
作者单位E-mail
PAN Dongzi Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, China
College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China 
 
WANG Lizhong College of Civil Engineering and Architecture, Zhejiang University, Hangzhou 310027, China wlzzju@163.com 
PAN Cunhong Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, China  
HU Jinchun Zhejiang Institute of Hydraulics and Estuary, Hangzhou 310020, China  
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中文摘要:
      A series of regular wave experiments have been done in a large-scale wave flume to investigate the wave-induced pore pressure around the submarine shallowly embedded pipelines.The model pipelines are buried in three kinds of soils, including gravel, sand and silt with different burial depth.The input waves change with height and period.The results show that the amplitudes of wave-induced pore pressure increase as the wave period increase, and decay from the surface to the bottom of seabed.Higher pore pressures are recorded at the pipeline top and the lower pore pressures at the bottom, especially in the sand seabed.The normalized pressure around pipeline decreases as the relative water depth, burial depth or scattering parameters increase.For the silt seabed, the wavelet transform has been successfully used to analyze the signals of wave-induced pore pressure, and the oscillatory and residual pore pressure can be extracted by wavelet analysis.Higher oscillatory pressures are recorded at the bottom and the lower pressures at the top of the pipeline.However, higher residual pressures are recorded at the top and the lower pressures at the bottom of the pipeline.
英文摘要:
      A series of regular wave experiments have been done in a large-scale wave flume to investigate the wave-induced pore pressure around the submarine shallowly embedded pipelines.The model pipelines are buried in three kinds of soils, including gravel, sand and silt with different burial depth.The input waves change with height and period.The results show that the amplitudes of wave-induced pore pressure increase as the wave period increase, and decay from the surface to the bottom of seabed.Higher pore pressures are recorded at the pipeline top and the lower pore pressures at the bottom, especially in the sand seabed.The normalized pressure around pipeline decreases as the relative water depth, burial depth or scattering parameters increase.For the silt seabed, the wavelet transform has been successfully used to analyze the signals of wave-induced pore pressure, and the oscillatory and residual pore pressure can be extracted by wavelet analysis.Higher oscillatory pressures are recorded at the bottom and the lower pressures at the top of the pipeline.However, higher residual pressures are recorded at the top and the lower pressures at the bottom of the pipeline.
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