Skip to main content

Experimental Study on Tsunami Wave Force Acting on Spherical Storage Tank in Coastal Area

  • Conference paper
  • First Online:
  • 3248 Accesses

Abstract

Tsunami wave force acting on a spherical storage tank located in coastal areas is measured and discussed for future tsunamis in this study. The horizontal and vertical components of tsunami wave force are measured in a series of hydraulic experiments. In the experiments, bore waves like tsunamis are generated in a two-dimensional wave flume by opening a gate at a reservoir. The horizontal tsunami wave force has several crests which correspond to the crests of the inundation depth. The horizontal tsunami wave force is approximately estimated by drag force. The time series of the vertical tsunami wave force show downward force in several moments as well as upward force. The measured vertical tsunami wave force is much smaller than the buoyancy acting on the spherical storage tank because of the flow between the bottom of the spherical storage tank and the surface of the storage site.

This is a preview of subscription content, log in via an institution.

Buying options

Chapter
USD   29.95
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
eBook
USD   259.00
Price excludes VAT (USA)
  • Available as PDF
  • Read on any device
  • Instant download
  • Own it forever
Softcover Book
USD   329.99
Price excludes VAT (USA)
  • Compact, lightweight edition
  • Dispatched in 3 to 5 business days
  • Free shipping worldwide - see info

Tax calculation will be finalised at checkout

Purchases are for personal use only

Learn about institutional subscriptions

Preview

Unable to display preview. Download preview PDF.

Unable to display preview. Download preview PDF.

References

  • Akiyama, H., Imazu, Y., Phuc, P. V., Hasebe, M., Ohyama, T., Matsuyama, M. and Sawa, T. (2015). Experimental analysis on tsunami load on high-pressure gas tank. Journal of JSCE, Series B2 (Coastal Engineering) 71(2): I_925–I_930. (in Japanese with English abstract)

    Google Scholar 

  • Araki, S. and Deguchi, I. (2009). Experimental study on tsunami fluid force on bridge across narrow river. Proc. 5th Int. Conference on Asian and Pacific Coasts, Vol. 1, pp. 143–150

    Google Scholar 

  • Araki, S. (2015). Pressure acting on underside of bridge. Procedia Engineering 116: 454–461.

    Article  Google Scholar 

  • Araki, S., Kunimatsu, W., Nishiyama, S., Furuse, T., Aoki, S. and Kotake, Y. (2017). Experimental study on tsunami wave load acting on storage tank in coastal area. Journal of Loss Prevention in the Process Industries 50: 347–354.

    Article  Google Scholar 

  • Arimitsu, T. and Kawasaki, K. (2016). Development of estimation method of tsunami wave pressure exerting on land structure using depth-integrated flow model. Coastal Engineering Journal 58(4): 1640021.

    Article  Google Scholar 

  • Arnason, H., Petroff, C. and Yeh, H. (2009). Tsunami bore impingement onto a vertical column. Journal of Disaster Research 4(6): 391–403.

    Article  Google Scholar 

  • Cross, R. H. (1967). Tsunami surge forces. Journal of Waterways and Harbor Division 93(4): 201–231.

    Google Scholar 

  • FEMA (2008). Guidelines for design of structures for vertical evacuation from tsunamis, FEMA

    Google Scholar 

  • Foster, A. S. J., Rossetto, T. and Allsop, W. (2017). An experimentally validated approach for evaluation tsunami inundation forces on rectangular buildings. Coastal Engineering 128: 44–57.

    Article  Google Scholar 

  • Hatayama, K. (2015). Damage to oil storage tanks from the 2011 Mw 9.0 Tohoku-Oki Tsunami. Earthquake Spectra 31(2): 1103–1124.

    Article  Google Scholar 

  • Nouri, Y., Nistor, I. and Palermo, D. (2010). Experimental investigation of tsunami impact on free standing structures. Coastal Engineering Journal 52(1): 43–70.

    Article  Google Scholar 

  • Park, H. G., Tomiczek T., Cox, D. T., van de Lindt, J. W. and Lomonaco, P. (2017). Experimental modeling of horizontal and vertical wave forces on an elevated coastal structure. Coastal Engineering 128: 58–74.

    Article  Google Scholar 

  • Ramsden, J. D. and Raichlen, F. (1990). Force on vertical wall caused by incident bores. Journal of Waterways, Port, Coast and Ocean Engineering 116: 592–613.

    Article  Google Scholar 

  • Shafiei, S., Melville, B. W. and Shamseldin, A. Y. (2016). Experimental investigation of tsunami bore impact force and pressure on a square prism. Coastal Engineering 110: 1–16.

    Article  Google Scholar 

Download references

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to S. Araki .

Editor information

Editors and Affiliations

Rights and permissions

Reprints and permissions

Copyright information

© 2020 Springer Nature Singapore Pte Ltd.

About this paper

Check for updates. Verify currency and authenticity via CrossMark

Cite this paper

Araki, S., Iwasaki, S., Aoki, S. (2020). Experimental Study on Tsunami Wave Force Acting on Spherical Storage Tank in Coastal Area. In: Trung Viet, N., Xiping, D., Thanh Tung, T. (eds) APAC 2019. APAC 2019. Springer, Singapore. https://doi.org/10.1007/978-981-15-0291-0_38

Download citation

Publish with us

Policies and ethics