Hostname: page-component-78c5997874-v9fdk Total loading time: 0 Render date: 2024-11-11T01:48:51.660Z Has data issue: false hasContentIssue false

Current blockage experiments: force time histories on obstacle arrays in combined steady and oscillatory motion

Published online by Cambridge University Press:  17 December 2013

H. Santo*
Affiliation:
Centre for Offshore Research & Engineering, Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576
P. H. Taylor
Affiliation:
Centre for Offshore Research & Engineering, Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576 Department of Engineering Science, University of Oxford, Parks Road, Oxford OX1 3PJ, UK
C. H. K. Williamson
Affiliation:
School of Mechanical and Aerospace Engineering, Cornell University, Ithaca, NY 14853, USA
Y. S. Choo
Affiliation:
Centre for Offshore Research & Engineering, Department of Civil and Environmental Engineering, National University of Singapore, 1 Engineering Drive 2, Singapore 117576
*
Email address for correspondence: ceehs@nus.edu.sg

Abstract

This paper revisits the problem of forces on obstacle arrays in combined waves and an in-line steady current. The intended application is the design and reassessment of offshore platforms. A series of experiments are performed on planar grids moved in both steady and oscillatory motion through otherwise stationary water. Detailed comparisons are made to a wave-current–structure interaction model recently presented by Taylor, Santo & Choo (Ocean Engng, vol. 57, 2013, pp. 11–24). We present new features of the model and test these against the experimental data. For relatively small current speed (${u}_{c} $) compared with oscillatory velocity amplitude (${u}_{w} $) with phase angle ($\omega t$), the drag force time history on grids with solid area ($A$) and projected frontal area (${A}_{f} $) is well approximated by a summation of the wave drag and the current drag components independently, so there is no ${u}_{w} \times {u}_{c} $ cross-term. The wave drag component is proportional to $\cos \omega t\vert \cos \omega t\vert $, while the current drag component to $\vert \cos \omega t\vert $, i.e. it is phase-locked to the oscillatory wave crests. The form of the predicted time history is new, so much of this paper is occupied in testing the adequacy of this theoretical form both in terms of an improved Morison-type formulation and also in the precise variation of the experimental drag force in time. We show that the measured crest and trough peak values of the drag force are consistent with the force peaks and troughs of the model prediction. The odd frequency harmonics of the measured drag force scale as the square of the oscillatory velocity amplitude $({ u}_{w}^{2} )$ and on the total hydrodynamic area (${C}_{d} A$). The shape of the odd harmonics is very similar to that for a pure oscillatory motion without steady current, but there are also even frequency harmonics associated with the current component. The even harmonics of the force scale as the square of the current speed $({ u}_{c}^{2} )$ and on the ${A}_{f} $, not on the ${C}_{d} A$. All of the above features are identified within the experimental data, and provide considerable support for the new current blockage model.

The new model is also shown to fit the entire force time history well for a wide range of individual cases, with different blockage ratio ($A/ {A}_{f} $) and number of grids, requiring only calibration of the Morison-type drag and inertia coefficients. In contrast, the industry-standard form of the Morison equation can only be matched at a single instant of the oscillation cycle, so present practice should be regarded as seriously inadequate for combined steady current and oscillatory flow acting on obstacle arrays.

JFM classification

Type
Papers
Copyright
©2013 Cambridge University Press 

Access options

Get access to the full version of this content by using one of the access options below. (Log in options will check for institutional or personal access. Content may require purchase if you do not have access.)

References

Allender, J. & Petrauskas, C. 1987 Measured and predicted wave plus current loading on a laboratory-scale, space frame structure. In Offshore Technology Conference, OTC 5371. Offshore Technology Conference.Google Scholar
American Petroleum Institute 2000 Recommended practice for planning, designing, and constructing fixed offshore platforms: working stress design. API RP2A-WSD 21st Edition with Errata and Supplements 1, 130–132.Google Scholar
Morison, J. R., O’Brien, M. P., Johnson, J. W. & Schaaf, S. A. 1950 The force exerted by surface waves on piles. J. Petrol. Technol. 2 (5), 149154.Google Scholar
Santo, H., Taylor, P. H., Bai, W. & Choo, Y. S. 2013 Current blockage simulations: flow through grids in OpenFOAM®. Ocean Engng (submitted).Google Scholar
Stallard, T., Taylor, P. H., Williamson, C. H. K. & Borthwick, A. G. L. 2009 Cylinder loading in transient motion representing flow under a wave group. Proc. R. Soc. A 465 (2105), 14671488.CrossRefGoogle Scholar
Taylor, P. H. 1991 Current blockage: reduced forces on offshore space-frame structures. In Offshore Technology Conference, OTC 6519.Google Scholar
Taylor, P. H., Santo, H. & Choo, Y. S. 2013 Current blockage: reduced Morison forces on space frame structures with high hydrodynamic area, and in regular waves and current. Ocean Engng 57, 1124.CrossRefGoogle Scholar