Title of article :
Effect of Scour Hole on Lateral Buckling of Offshore Snaked Lay Pipeline
Author/Authors :
Sadripour ، Mohammad Department of Civil Engineering - Persian Gulf University , Vaghefi ، Mohammad Department of Civil Engineering - Persian Gulf University , Fioz ، Ali Reza Department of Civil Engineering - Persian Gulf University , Farahmandpour ، Omolbanin Faculty of Civil Engineering - Universiti Teknologi Malaysia
From page :
82
To page :
100
Abstract :
Submarine pipeline is one of the most popular research filed that many researchers focus on solving the issue of buckling of pipeline. The snaked laying is an effective method to control the lateral buckling. The scour below offshore pipeline may affect the efficiency and performance of the snake lay pipeline. The objective of this study was to investigate the effect of scour hole on the buckling of seawater pipelines. A three-dimensional numerical model developed to investigate the effect of scour below offshore pipeline subjected to wave and current by using Abaqus software and Aqua Module. The results indicated that vertical deformation of straight pipeline increased by increasing scour hole depth. This value changed 4.85 cm to 32.87 for holes 11 to 200 cm respectively, but these parameters of the snake lay pipelines were not affected by the presence of scour hole. Moreover, the effective axial force of snacked lay pipelines reduced 5 times in comparison to straight pipeline by applying wave and current. The results indicated that the value of stress of snaked-lay pipeline was independent on scour hole depth. Therefore, this pipeline was effective method to limit and control buckling even in the presence of scour below it
Keywords :
Submarine Pipeline , Snaked Lay Pipeline , Scour hole , Lateral Buckling
Journal title :
Journal of Hydraulic Structures
Journal title :
Journal of Hydraulic Structures
Record number :
2725578
Link To Document :
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