Technical Papers
Jan 11, 2013

Exact Solution to the Modified Mild-Slope Equation for Wave Scattering by a Cylinder with an Idealized Scour Pit

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 139, Issue 5

Abstract

In this paper, wave scattering by a vertical cylinder with a scour pit governed by the modified mild-slope equation (MMSE) is studied analytically. The scour pit around the cylinder is assumed to be axi-symmetric and idealized with its radial profile being a power function. This assumption permits transformation of the two-dimensional MMSE into an ordinary differential equation (ODE) in the radial direction through the technique of variable separation. By employing a newly derived explicit form of the resultant ODE of the MMSE in the scour pit region, an exact solution to the MMSE is constructed in terms of a Fourier-cosine series and Taylor series. To validate this new analytic solution to the MMSE, a comparison among the present solution, analytic solution to the long wave equation, and analytic solution to the Helmholtz equation is made and a good agreement is obtained. It is found that the present MMSE model is valid for a maximum bottom slope of approximately 0.927. Based on the present solution to the MMSE, the effect of dimensions of the scour pit, including both depth and width, on wave run-up around the cylinder is investigated. Finally, the influence of the wavelength of incident waves from shallow to deep water on wave run-up around the cylinder is also investigated.

Get full access to this article

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

Acknowledgments

This work is supported by the Natural Science Foundation of P. R. China (10962001 and 51149007), Guangxi Natural Science Foundation (2010GXNSFA013115 and 2011GXNSFD018006), and Scientific Research Foundation of Guangxi Universities (201102ZD014). All the authors would like to gratefully acknowledge some very useful suggestions from two anonymous referees.

References

Agnon, Y., and Pelinovsky, E. (2001). “Accurate refraction-diffraction equations for water waves on a variable-depth rough bottom.” J. Fluid Mech., 449, 301–311.
Athanassoulis, G. A., and Belibassakis, K. A. (1999). “A consistent coupled-mode theory for the propagation of small-amplitude water waves over variable bathymetry regions.” J. Fluid Mech., 389, 275–301.
Berkhoff, J. C. W. (1972). “Computation of combined refraction-diffraction.” Proc., 13th Int. Conf. Coastal Engineering, ASCE, Reston, VA, 471–490.
Chamberlain, P. G., and Porter, D. (1995). “The modified mild-slope equation.” J. Fluid Mech., 291, 393–407.
Chandrasekera, C. N., and Cheung, K. F. (1997). “Extended linear refraction-diffraction model.” J. Waterw. Port Coast. Ocean Eng., 123(5), 280–286.
Cheng, Y.-M. (2011). “A new solution for waves incident to a circular island on an axi-symmetric shoal.” Ocean Eng., 38(17–18), 1916–1924.
Cheng, Y.-M., Chen, C.-T., Tu, L.-F., and Lee, J.-F. (2012). “A series solution for wave scattering by a circular island on a shoal based on the mild-slope equation.” J. Mech., 28(1), 41–51.
Dean, R. G., and Dalrymple, R. A. (1984). Water wave mechanics for engineering and scientists, Prentice Hall, Englewood Cliffs, NJ.
Demirbilek, Z., and Panchang, V. (1998). “CGWAVE: A coastal surface water wave model of the mild slope equation.” Technical Rep. No. CHL-98-26, U.S. Army Engineer Research and Development Center, Vicksburg, MS.
He, Q., and Wang, L.-F. (2013). Maple Course, Science Press, Beijing (in Chinese).
Homma, S. (1950). “On the behavior of seismic sea waves around circular island.” Geophys. Mag., 21(3), 199–208.
Hsiao, S. S., Chang, C. M., and Wen, C. C. (2010). “An analytical solution to the modified mild-slope equation for wave propagating around a circular conical island.” J. Mar. Sci. Technol., 18(4), 520–529.
Jung, T.-H., and Suh, K.-D. (2007). “An analytic solution to the mild slope equation for waves propagating over an axi-symmetric pit.” Coast. Eng., 54(12), 865–877.
Jung, T.-H., and Suh, K.-D. (2008). “An analytical solution to the extended mild-slope equation for long waves propagating over an axi-symmetric pit.” Wave Motion, 45(6), 835–845.
Jung, T.-H., Suh, K.-D., Lee, S. O., and Cho, Y.-S. (2008). “Linear wave reflection by trench with various shapes.” Ocean Eng., 35(11–12), 1226–1234.
Kim, J. W., and Bai, K. J. (2004). “A new complementary mild-slope equation.” J. Fluid Mech., 511, 25–40.
Lin, P., and Liu, H.-W. (2007). “Scattering and trapping of wave energy by a submerged truncated paraboloidal shoal.” J. Waterway, Port, Coastal, Ocean Eng., 133(2), 94–103.
Liu, H.-W., and Lin, P. (2007). “An analytic solution for wave scattering by a circular cylinder mounted on a conical shoal.” Coast. Eng. J., 49(4), 393–416.
Liu, H.-W., Lin, P., and Shankar, N. J. (2004). “An analytical solution of the mild-slope equation for waves around a circular island on a paraboloidal shoal.” Coast. Eng., 51(5–6), 421–437.
Liu, H.-W., Yang, J., and Lin, P. (2012). “Analytic solution to the modified mild-slope equation for wave propagation over one dimensional piecewise smooth topographies.” Wave Motion, 49(3), 445–460.
Liu, H.-W., and Zhou, X.-M. (2013). “Explicit modified mild-slope equation for wave scattering by piecewise monotonic and piecewise smooth bathymetries.” J. Eng. Math., in press.
MacCamy, R. C., and Fuchs, R. A. (1954). “Wave forces on piles: A diffraction theory.” Technical Memorandum No. 69, Beach Erosion Board, U.S. Army Corps of Engineers, Washington, DC.
Mei, C. C. (1984). The dynamics of water waves, Science Press, Beijing (in Chinese).
Miles, J. W., and Chamberlain, P. G. (1998). “Topographical scattering of gravity waves.” J. Fluid Mech., 361, 175–188.
Niu, X., and Yu, X. (2011). “Long wave scattering by a vertical cylinder with idealized scour pit.” J. Waterway, Port, Coastal, Ocean Eng., 137(6), 279–285.
Niu, X., and Yu, X. (2012). “An analytic solution for combined wave diffraction and refraction around a vertical cylinder with idealized scour pit.” Coast. Eng., 67, 80–87.
Porter, D. (2003). “The mild-slope equations.” J. Fluid Mech., 494, 51–63.
Porter, D., and Staziker, D. J. (1995). “Extensions of the mild-slope equation.” J. Fluid Mech., 300, 367–382.
Smith, R., and Sprinks, T. (1975). “Scattering of surface waves by a conical island.” J. Fluid Mech., 72(2), 373–384.
Suh, K.-D., Lee, C., and Park, W. S. (1997). “Time-dependent equations for wave propagation on rapidly varying topography.” Coast. Eng., 32(2–3), 91–117.
Sumer, B. M., Whitehouse, R. J. S., and Tørum, A. (2001). “Scour around coastal structures: A summary of recent research.” Coast. Eng., 44(2), 153–190.
Xie, J.-J., and Liu, H.-W. (2012). “An exact analytic solution to the modified mild-slope equation for waves propagating over a trench with various shapes.” Ocean Eng., 50, 72–82.
Yu, X., and Zhang, B. (2003). “An extended analytic solution for combined refraction and diffraction of long waves over circular shoals.” Ocean Eng., 30(10), 1253–1267.
Zill, D. G., and Cullen, M. R. (2009). Differential equations with boundary-value problems, Brooks/Cole, Cengage Learning, Boston.
Zhu, S.-P., and Zhang, Y. L. (1996). “Scattering of long waves around a circular island mounted on a conical shoal.” Wave Motion, 23(4), 353–362.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 139Issue 5September 2013
Pages: 413 - 423

History

Received: Jul 24, 2012
Accepted: Jan 9, 2013
Published online: Jan 11, 2013
Published in print: Sep 1, 2013

Permissions

Request permissions for this article.

Authors

Affiliations

Huan-Wen Liu [email protected]
Professor, School of Sciences, Guangxi Univ. for Nationalities, Nanning, Guangxi 530006, P.R. China (corresponding author). E-mail: [email protected]
Qiu-Yue Wang
Ph.D. Student, School of Civil Engineering, Dalian Univ. of Technology, Dalian, Liaoning 116023, P.R. China.
Guo-Ji Tang
Associate Professor, School of Sciences, Guangxi Univ. for Nationalities, Nanning, Guangxi 530006, P.R. China.

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.

Cited by

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