Numerical prediction of potential 3-dimensional seabed trench profiles considering complex motions of mooring line

被引:44
|
作者
Rui, Shengjie [1 ,2 ]
Zhou, Zefeng [2 ]
Jostad, Hans Petter [2 ]
Wang, Lizhong [1 ]
Guo, Zhen [3 ]
机构
[1] Zhejiang Univ, Coll Civil Engn & Architecture, Key Lab Offshore Geotech & Mat Zhejiang Prov, Hangzhou 310058, Peoples R China
[2] Norwegian Geotech Inst, Sandakerveien 140, N-0484 Oslo, Norway
[3] Zhejiang Univ, Hainan Inst, Sanya 572025, Peoples R China
基金
中国国家自然科学基金;
关键词
Seabed trench; Anchor; Mooring line; Mooring system; Scour; Chain-soil interaction; PLATE ANCHORS; STRAIN-RATE; CAPACITY; DYNAMICS; CHAIN; LOADS;
D O I
10.1016/j.apor.2023.103704
中图分类号
P75 [海洋工程];
学科分类号
0814 ; 081505 ; 0824 ; 082401 ;
摘要
Seabed trenches near deep-sea anchors bring risks to the mooring system's safety. The prediction of 3-dimensional (3-D) trench profiles is a key task to reduce the risk. However, the trench width related to the trench wall collapse and lateral movement of the mooring line has not been well studied. This paper first proposes a 3-D mooring line-seabed dynamics model to consider the mooring line lateral movement in the soil. Then, a seabed trenching model to simplify 3-D trench profiles is developed based on the field data. By combining the above models, a novel method to predict 3-D trench profiles around embedded mooring lines is established by considering trench wall collapse and integrating dynamics of mooring line. Based on the verified method, both static and dynamic responses of mooring lines are investigated, then a series of parametric sensitivity studies are carried out. The simulation results reveal that dynamic movement of mooring lines at fairlead may result in remarkable seabed trenches, and lateral motion of mooring lines enlarges the disturbed zone near the mooring line touchdown area. The proposed method in this paper provides a reasonable assessment of the 3-D trench profiles and reduces risks in the operation of mooring systems.
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页数:17
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