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Wave forces on large offshore pipelines

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TLDR
In this paper, a laboratory investigation of wave forces induced by a regular train of waves on a large pipeline resting on the bed and at various clearances from the bed is presented from considerations of dimensional analysis.
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This article is published in Ocean Engineering.The article was published on 1985-01-01. It has received 10 citations till now. The article focuses on the topics: Potential flow.

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Bedform evolution around a submarine pipeline and its effects on wave-induced forces under regular waves

TL;DR: In this article, an experimental investigation of seabed evolution behavior around a submarine pipeline and the hydrodynamic forces on the pipeline under regular waves was presented. And the influence of bedform evolution on wave forces was found to vary significantly in different regimes.
Journal ArticleDOI

Wave pressures and uplift forces on and scour around submarine pipeline in clayey soil

TL;DR: In this article, the authors investigated wave-induced pressures and uplift forces on a submarine pipeline (exposed, half buried and fully buried) in clayey soil of different consistency index both in regular and random waves.
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Wave interaction with a submarine pipeline in clayey soil due to random waves

TL;DR: In this article, the wave pressure and uplift force due to random waves on a submarine pipeline (resting on bed, partially buried and fully buried) in clayey soil are measured.
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Wave force on protected submarine pipelines over porous and impermeable beds using SPH numerical model

TL;DR: In this article, a numerical model based on WCSPH method is utilized to simulate wave propagation over a pipeline and a hybrid approach is introduced to absorb outgoing waves based on gradual decrease of fluid velocity in an absorbing layer and using sloping beds simultaneously.
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A finite volume solution of wave forces on submarine pipelines

TL;DR: In this paper, a numerical model is established for simulating the wave forces on a submarine pipeline, where a set of two-dimensional Navier-Stokes equations is discretized numerically with a finite volume method in a moving mesh system.
References
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Waves forces on offshore pipelines

TL;DR: In this article, the experimental results of wave forces exerted on a model pipeline, of diameter 5 cms at different clearances from the bed of the flume, were presented, along with the measured forces and their correlation with the non-dimensional parameters, Reynold's Number, Keulegan-Carpenter Number and relative clearance.
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Regression Model of Wave Forces on Ocean Outfalls

TL;DR: In this paper, regression analysis is used to select a prediction equation for the determination of wave forces on circular pipes resting on a flat boundary under the action of intermediate water waves, and dimensional analysis is applied to reduce the number of independent variables from five to three so that the prediction equation will fit a range of pipe diameters, water depths, and wave heights.
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Forces Exerted by Waves on a Pipeline at or Near the Ocean Bottom

TL;DR: In this paper, a modified lift force model of the form, F sub L = 1/2 C sub L RHO A u sub max sq (COs sq (theta-phi) - k), is proposed where the parameters, C sub l, Ph1 and k, may vary accordingly to allow adequate description of all characteristics of the lift force phenomenon.

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