Technical Papers
Sep 3, 2013

Tilting While Lifting a Large Object from a Rigid Porous Seabed

Publication: Journal of Engineering Mechanics
Volume 140, Issue 4

Abstract

This study investigates the flow field and the hydrodynamic forces induced by the tilting lift of a large object from a rigid porous seabed using an analytical approach. The flow in the corners between the object and the seabed is a corner flow with a low Reynolds number, and the porous media flow in the seabed obeys the Brinkman equations. The complete boundary conditions for viscous flow, including the continuity of velocities and stresses, are utilized at the seabed-water interface. The Helmholtz decomposition theorem, which decomposes the flow field into irrotational and rotational parts, and a perturbation expansion, are employed to solve the boundary-value problem. Perturbation solutions with first-order corrections are presented, indicating that the flow inside the wedged corner is a Stokes flow driven by the liftup of the object, and the flow within the permeable seabed is a boundary-layer flow. Furthermore, in the wedged corner, the flow induced by the slip velocity at the porous interface is similar to the flow in the paint-scraper problem of Taylor.

Get full access to this article

View all available purchase options and get full access to this article.

Acknowledgments

The authors thank the National Science Council of the Republic of China, Taiwan, for financially supporting this research under Contract No. NSC97-2221-E002-248-MY2.

References

Acheson, D. J. (1990). Elementary fluid dynamics, Clarendon Press, Oxford, U.K.
Basinski, T. (1967). “Method of determination of resistance force occurring when lifting rigid bodies of large dimensions from the bottom of natural water reservoirs.” Ph.D. thesis, Institute of Hydro-Engineering, IBW-PAN, Gdansk, Poland.
Beavers, G. S., and Joseph, D. D. (1967). “Boundary conditions at a naturally permeable wall.” J. Fluid Mech., 30(01), 197–207.
Biot, M. A. (1962). “Mechanics of deformation and acoustic propagation in porous media.” J. Appl. Phys., 33(4), 1482–1498.
Dehart, R. C., and Ursell, C. R. (1967). “Force required to extract objects from deep ocean bottom.” Rep. No. N-ONR-336300, Southwest Research Institute, San Antonio.
Foda, M. A. (1982). “On the extrication of large objects from the ocean bottom (the breakout phenomenon).” J. Fluid Mech., 117, 211–231.
Hills, C. P., and Moffatt, H. K. (2000). “Rotary honing: A variant of the Taylor paint-scraper problem.” J. Fluid Mech., 418, 119–135.
Hsieh, P. C., Dai, H. H., and Huang, L. H. (2003). “Laminar water waves and current passing over porous bed.” J. Eng. Mech., 655–664.
Hsieh, P. C., Huang, L. H., and Wang, T. W. (2001). “Bed forms of soft poroelastic material in an alluvial channel.” Int. J. Solids Struct., 38(24–25), 4331–4356.
Huang, L. H. (1990). “Small amplitude oscillation of a sphere in viscous fluid.” J. Chin. Inst. Eng., 13(3), 347–350.
Huang, L. H., Chiang, I. L., and Song, C. H. (1997). “A reinvestigation of laminar flow passing over porous bed.” J. Chin. Inst. Eng., 20(4), 435–441.
Liu, C. L. (1969). “Ocean sediment holding strength against breakout of imbedded objects.” Rep. No. R-635, U.S. Naval Civil Engineering Laboratory, Port Hueneme, CA.
Mei, C. C., Yeung, R. W., and Liu, K. F. (1985). “Lifting of a large object from a porous seabed.” J. Fluid Mech., 152, 203–215.
Moffatt, H. K. (1964). “Viscous and resistive eddies near a sharp corner.” J. Fluid Mech., 18(1), 1–18.
Moffatt, H. K. (2009). “Singularities in fluid dynamics and their resolution.” Lectures on topological fluid mechanics, R. L. Ricca, ed., Springer, New York, 157–166.
Morse, P. M., and Feshbach, H. (1978). Methods of the theoretical physics, McGraw Hill, New York.
Muga, B. J. (1968). “Ocean bottom breakout forces, including field test data and the development of an analytical method.” Rep. No. R-591, U.S. Naval Civil Engineering Laboratory, Port Hueneme, CA.
Poinc, W. (1970). Marine rescue operations, Vol. 2, Wydawnictwo Morskie, Gdansk, Poland (in Polish).
Song, C. H., and Huang, L. H. (2000). “Laminar poroelastic media flow.” J. Eng. Mech., 358–366.
Taylor, G. I. (1960). “Similarity solutions of hydrodynamic problems.” Aeronautics and astronautics (Durand anniversary volume), Pergamon, Oxford, U.K., 21–28.
Yih, C. S. (1969). Fluid mechanics: A concise introduction to the theory, McGraw Hill, New York.

Information & Authors

Information

Published In

Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 140Issue 4April 2014

History

Received: Jan 26, 2013
Accepted: Sep 2, 2013
Published online: Sep 3, 2013
Published in print: Apr 1, 2014
Discussion open until: Jun 3, 2014

Permissions

Request permissions for this article.

Authors

Affiliations

Meng-Yu Lin [email protected]
Assistant Professor, Dept. of Civil Engineering, Chung Yuan Christian Univ., Chung Li 32023, Taiwan, Republic of China (corresponding author). E-mail: [email protected]
Hsueh-Mei Huang [email protected]
Postgraduate Student, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan, Republic of China. E-mail: [email protected]
Liang-Hsiung Huang [email protected]
Professor, Dept. of Civil Engineering, National Taiwan Univ., Taipei 10617, Taiwan, Republic of China. E-mail: [email protected]

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share