Technical Papers
Jul 15, 2016

Experimental and Numerical Modeling of Tsunami Mitigation by Canals

Publication: Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 143, Issue 1

Abstract

Many coastal areas have experienced extensive destruction as a result of tsunami waves. The coastal communities in Tohoku, Japan experienced the terrifying effect of giant tsunami waves in March 2011. Tsunami waves triggered by the 2011 Tohoku earthquake swept over existing seawalls and proceeded inland, damaging coastal structures and windbreak forestry. This devastating event demonstrated the need for strong countermeasures in coastal areas to mitigate the impact of huge tsunamis. This paper describes an experimental and numerical study of the tsunami-mitigation capabilities of canals oriented perpendicular to the tsunami motion. First, the use of a canal to reduce the effect of tsunami waves was investigated. Canals can help delay the tsunami arrival time and reduce the tsunami wave velocity and energy; however, the inundation depth may not be sufficiently affected if only canals are used as a countermeasure. An experimental study was then conducted to verify numerical simulations using the improved moving particle semi-implicit (MPS) method, and the experimental and numerical simulation results demonstrated good qualitative and quantitative agreement. A second series of numerical simulations was performed considering combined countermeasures comprising a canal and a dune. Such combined countermeasures have the potential to reduce both the tsunami wave velocity and the inundation depth. Through experiments and numerical simulations, this study examined how canals, individually or coupled with a dune, can play an important role in the mitigation of tsunami disasters.

Get full access to this article

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

Acknowledgments

This work was partially funded by a Grant-in-Aid from the Disaster Prevention Research Center for Island Regions (research representative: Dr. Eizo Nakaza). The authors also thank graduate students of the University of the Ryukyus for their cooperation.

References

Dao, N. X., Adityawan, M. B., and Tanaka, H. (2013). “Sensitivity analysis of shore-parallel canal for tsunami wave energy reduction.” Ocean Eng., 69(2), I_401–I_406.
Fadly, U., Murakami, K., and Kurniawan, E. B. (2014). “Study on reducing tsunami inundation energy by the modification of topography based on local wisdom.” Procedia Env. Sci., 20, 642–650.
Ghobarah, A., Saatcioglu, M., and Nistor, I. (2006). “The impact of 26 December 2004 earthquake and tsunami on structures and infrastructure.” Eng. Struct, 28(2), 312–326.
Hansen, B. (2010). “ASCE groups visit Chile to study earthquake, tsunami aftermath.” ASCE News, 35(5), 1–5.
Iribe, T., and Nakaza, E. (2011). “A study to improve accuracy of MPS method by a new gradient computation method.” Proc. Coastal Eng., JSCE, 6(1), 36–48 (in Japanese).
Iribe, T., Nakaza, E., Rusila, S., Rahman, M. M., and Seiya, I. (2012). “Estimations of impact wave force of tsunami acting on a vertical sea wall with MPS method.” Proc., 33rd Int. Conf. on Coastal Eng., Santander, Spain.
Koshizuka, S., and Oka, Y. (1996). “Moving particle semi-implicit method for fragmentation of incompressible fluid.” Nucl. Sci. Eng., 123, 421–434.
Mori, N., Takahashi, T., Yasuda, T., and Yanagisawa, H. (2011). “Survey of 2011 Tohoku earthquake tsunami inundation and run-up.” Geophys. Res. Lett., 38(7), L00G14.
Nakaza, E., Iribe, T., and Rouf, M. A. (2010). “Numerical simulation of tsunami currents around moving structures.” Proc., 32nd Int. Conf. on Coastal Eng., Shanghai, China.
Nakaza, E., Iribe, T., Rusila, S., Rahman, M. M., and Watanabe, T. (2012). “Numerical simulation of the runup of solitary waves with the improved MPS method.” Proc., 33rd Int. Conf. on Coastal Eng., Santander, Spain.
Nistor, I., Palermo, D., Cornett, A., and Al-Feasly, T. (2010). “Experimental and numerical modeling of tsunami loading on structures.” Proc., 32nd Int. Conf. on Coastal Eng., Shanghai, China, 1–14.
Ramalingeswara, R. B., Vijayaraghavan, D., Sarma, S. D., and Satyanaraya-nan, M. (2005). “Buckingham Canal saved people in Andhra Pradesh (India) from the tsunami of 26 December 2004.” Paper to be presented at the Asia Oceania Geosciences Society, 2nd Ann. Meeting and Conf., Suntec, Singapore (June 20–24, 2005).
Rusila, S., Nakaza, E., and Inagaki, K. (2015). “A study on combined effects of seawall and coastal dune against tsunami.” Coastal Eng., 71(22), 1–12 (in Japanese).
St-Germain, P., Nistor, I., Townsend, R., and Shibayama, T. (2014). “Smoothed-particle hydrodynamics numerical modeling of structures impacted by tsunami bores.” J. Waterway, Port, Coastal, Ocean Eng., 66–81.
Tanaka, M., and Masunaga, T. (2010). “Stabilization and smoothing of pressure in MPS method by quasi-compressibility.” J. Comput. Phys., 229(11) 4279–4290.
Tokida, K., and Tanimoto, R. (2012). “Lessons and views on hardware countermeasures with earth banks against tsunami estimated in 2011 great east Japan earthquake.” Proc., Int. Symp. on Eng. Lessons Learned from the 2011 Great East Japan Earth, Tokyo, Japan, 463–474.
Yalciner, A. C., et al. (2011). “Field survey on the coastal impacts of March 11, 2011 Great East Japan Tsunami.” Proc., WCCE-ECCE-TCCE Joint Conf. 2 Seismic Prot. of Cultural Heritage, Antalya, Turkey.

Information & Authors

Information

Published In

Go to Journal of Waterway, Port, Coastal, and Ocean Engineering
Journal of Waterway, Port, Coastal, and Ocean Engineering
Volume 143Issue 1January 2017

History

Received: Oct 30, 2015
Accepted: May 13, 2016
Published online: Jul 15, 2016
Discussion open until: Dec 15, 2016
Published in print: Jan 1, 2017

Permissions

Request permissions for this article.

Authors

Affiliations

Md Mostafizur Rahman [email protected]
Graduate Student, Dept. of Civil Engineering and Architecture, Univ. of the Ryukyus, Senbaru 1, Nishihara-cho, Okinawa 903-0213, Japan. E-mail: [email protected]
Carolyn Schaab [email protected]
Graduate Student, Dept. of Civil Engineering and Architecture, Univ. of the Ryukyus, Senbaru 1, Nishihara-cho, Okinawa 903-0213, Japan. E-mail: [email protected]
Eizo Nakaza [email protected]
Professor, Dept. of Civil Engineering and Architecture, Univ. of the Ryukyus, Senbaru 1, Nishihara-cho, Okinawa 903-0213, Japan (corresponding author). 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.

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