Prediction of hydrodynamic forces on submarine pipelines using an improved Wake II Model |
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Affiliation: | 1. Fluor Daniel Inc., One Fluor Daniel Drive, Sugar Land, TX 77478-3899, USA;2. Exxon Production Research Company, P.O. Box 2189, Houston, TX 77252, USA;3. Ocean Engineering Program, Department of Civil Engineering, Texas A&M University, College Station, TX 77843-3136, USA;1. Department of Civil and Environmental Engineering, Shantou University, Shantou City, Guangdong Province, China;2. Guangdong Engineering Center for Structure Safety and Health Monitoring, Shantou University, Shantou 515063, China |
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Abstract: | The hydrodynamic force model for prediction of forces on submarine pipelines as described includes flow history effect (wake effects) and time dependence in the force coefficients. The wake velocity correction is derived by using a closed-form solution to the linearized Navier–Stokes equations for oscillatory flow. This is achieved by assuming that the eddy viscosity in the wake is only time dependent and of a harmonic sinusoidal form. The forces predicted by the new Wake (Wake II) Model have been compared to Exxon Production Research Company Wake Model in terms of time histories (force shape) and magnitudes of peak forces. Overall, the model predictions by the Wake II Model are satisfactory and represent a substantial improvement over the predictions of the conventional models. The conventional force models representing adaptations of Morison's equation with ambient velocity and constant coefficients give predictions that are in poor agreement with the measurements especially for the lift force component. The Wake II Force Model can be used for submarine pipeline on-bottom stability design calculations for regular waves with various pipe diameters. |
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