Numerical Modeling of Turbulent Wall-Bounded Oscillatory Flow and its Effect on Small-Diameter Pipelines

2020 ◽  
Author(s):  
Hongyi Jiang ◽  
Liang Cheng

Abstract This study investigates the effect of wave-induced boundary layer on the on-bottom stability of small-diameter pipelines laid on the seabed. An ω-based wall boundary condition is adopted, owing to its high mesh resolution down to the viscous sublayer to resolve the flow around the pipeline. By taking into account the wave boundary layer, the present numerical simulations predict required specific gravity for small-diameter pipelines close to the theoretical estimation by Cheng et al. (2016) and, as expected, much smaller than those recommended by DNV-RP-F109.

2016 ◽  
Vol 125 ◽  
pp. 26-30 ◽  
Author(s):  
Liang Cheng ◽  
Hongwei An ◽  
Scott Draper ◽  
Dave White

Ocean Science ◽  
2019 ◽  
Vol 15 (2) ◽  
pp. 361-377 ◽  
Author(s):  
Jianting Du ◽  
Rodolfo Bolaños ◽  
Xiaoli Guo Larsén ◽  
Mark Kelly

Abstract. In this study, we extend the work presented in Du et al. (2017) to make the wave boundary layer model (WBLM) applicable for real cases by improving the wind-input and white-capping dissipation source functions. Improvement via the new source terms includes three aspects. First, the WBLM wind-input source function is developed by considering the impact of wave-induced wind profile variation on the estimation of wave growth rate. Second, the white-capping dissipation source function is revised to be not explicitly dependent on wind speed for real wave simulations. Third, several improvements are made to the numerical WBLM algorithm, which increase the model's numerical stability and computational efficiency. The improved WBLM wind-input and white-capping dissipation source functions are calibrated through idealized fetch-limited and depth-limited studies, and validated in real wave simulations during two North Sea storms. The new WBLM source terms show better performance in the simulation of significant wave height and mean wave period than the original source terms.


2021 ◽  
Vol 9 (9) ◽  
pp. 986
Author(s):  
Chunye Hu ◽  
Jialing Hao ◽  
Zhen Liu

Classical eddy viscosity model deviates from the actual mean current profiles, when calculating the mean current profiles over rippled-beds in the presence of non-breaking waves, owing to the neglect of the enhancement of the wave boundary layer thickness by ripples and the wave-induced shear stress (the radiation stress and the wave Reynolds stress). Considering these shortcomings, a semi-empirical one-dimensional vertical (1DV) model is presented in this study. The present model was obtained using the two-dimensional Navier–Stokes equations and eddy viscosity assumptions, which differ from those of previous researchers, while a top-to-bottom sequence was adopted to calculate the mean current profiles. Empirical formulae were derived from the laboratory measurements and used in the present model to accurately predict the wave boundary layer thickness and bed roughness. The present model is in satisfactory agreement with the data from laboratory experiments. The factors influencing the mean current profiles were analyzed also. The wave-induced second-order shear stresses were found to be the principal reason for the deviations of the mean current profiles in the near-surface layer; as the influencing factors of wave-induced shear stress, the intensity of the wave relative to the current, the angle between the wave and current, and the size of ripples can also have a non-negligible effect on the mean current profiles.


2015 ◽  
Vol 45 (3) ◽  
pp. 868-883 ◽  
Author(s):  
Tetsu Hara ◽  
Peter P. Sullivan

AbstractAccurate predictions of the sea state–dependent air–sea momentum flux require a thorough understanding of the wave boundary layer turbulence over surface waves. A set of momentum and energy equations is derived to formulate and analyze wave boundary layer turbulence. The equations are written in wave-following coordinates, and all variables are decomposed into horizontal mean, wave fluctuation, and turbulent fluctuation. The formulation defines the wave-induced stress as a sum of the wave fluctuation stress (because of the fluctuating velocity components) and a pressure stress (pressure acting on a tilted surface). The formulations can be constructed with different choices of mapping. Next, a large-eddy simulation result for wind over a sinusoidal wave train under a strongly forced condition is analyzed using the proposed formulation. The result clarifies how surface waves increase the effective roughness length and the drag coefficient. Specifically, the enhanced wave-induced stress close to the water surface reduces the turbulent stress (satisfying the momentum budget). The reduced turbulent stress is correlated with the reduced viscous dissipation rate of the turbulent kinetic energy. The latter is balanced by the reduced mean wind shear (satisfying the energy budget), which causes the equivalent surface roughness to increase. Interestingly, there is a small region farther above where the turbulent stress, dissipation rate, and mean wind shear are all enhanced. The observed strong correlation between the turbulent stress and the dissipation rate suggests that existing turbulence closure models that parameterize the latter based on the former are reasonably accurate.


Author(s):  
Oliver Jones ◽  
Julio A. Zyserman ◽  
Yushi Wu

The oscillatory nature of waves generates a thin boundary layer above the sea bed in which the fluid velocity decreases from its free stream value to zero at the bed. The wave boundary layer thickness is small compared to the current-alone boundary layer (which typically extends throughout the water depth) and, as such, is characterized by a zone of high shear velocity and associated high levels of turbulence. Strong turbulence intensities within the wave-induced boundary layer have an impact on the ambient current field, which experiences an increase in bottom resistance (the so-called ‘apparent roughness’) due to the presence of the turbulent boundary layer. For currents on the continental shelf, it is well known that the effect of wave-enhanced bottom friction (or “apparent roughness”) is important in controlling the near-bed current speed and turbulent mixing. It can thus be reasonably expected that accounting for this apparent roughness will influence the design basis for sub-marine pipelines that cross the continental shelf. In this paper, we implement — and then demonstrate — the effect of wave-related apparent roughness on currents with the aim of providing a more accurate design basis for pipelines on the continental shelf.


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