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Inherent scatter of wave forces on submerged structures

01 Sep 1968-
TL;DR: In this article, a mathematical model was developed for predicting the scatter of wave forces on offshore structures (e.g., pilings and pipelines); it was based on an analysis of the effects of distortions in the flow pattern under the wave that are induced by the structure itself during preceding wave cycles in the form of wakes.
Abstract: A mathematical model was developed for predicting the scatter of wave forces on offshore structures (e.g., pilings and pipelines); it was based on an analysis of the effects of distortions in the flow pattern under the wave that are induced by the structure itself during preceding wave cycles in the form of wakes for the case of large amplitude oscillations and velocities of sufficient magnitude to cause turbulent flow and to generate drag forces that are large compared with the inertial forces. The model gave values for the drag forces in good agreement with the experimental data of Keulegan and Carpenter and with experimental data on the drag forces on an oscillating body in a fluid obtained in a Ryon wave tank at Rice University. A graphical solution for arbitrarily reversing flows was obtained.
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Journal ArticleDOI
TL;DR: The hydrodynamic force model for pipelines presented in this paper includes flow history effects (wake effects) and time dependence in the force coefficients, which are necessary to obtain satisfactory agreement between model predictions and full scale field measurements of pipeline forces.

33 citations

Journal ArticleDOI
TL;DR: In this article, the wake velocity correction is derived by using a closed-form solution to the linearized Navier-Stokes equations for oscillatory flow, which is achieved by assuming that the eddy viscosity in the wake is only time dependent and of a harmonic sinusoidal form.

18 citations

Journal ArticleDOI
TL;DR: In this article, a hydrodynamic force model for the prediction of forces on seabed pipelines has been verified and compared with those measured in full-scale laboratory and field experiments.
Abstract: A new hydrodynamic force model for the prediction of forces on seabed pipelines has been verified. Comparisons of forces predicted by the new model with those measured in fullscale laboratory and f...

7 citations