Technical Papers
Jun 22, 2022

Investigation of Bridge Collapse Phenomena due to Heavy Rain Floods: Structural, Hydraulic, and Hydrological Analysis

Publication: Journal of Bridge Engineering
Volume 27, Issue 9

Abstract

The heavy rainfall that occurred in western Japan in July 2018 caused massive and widespread damage to social infrastructures and lifelines. Certain cases that can be used to specifically and quantitatively analyze the damage situation and the cause of the damaged bridge groups are valuable for overcoming structural and complex engineering problems. Such cases can be used to identify the causes of the failure and the analysis progress, and they will help improve the design elements and construction method of bridges in the future. They could also yield such measures as washing out of the bridge at the time of flood. In this study, we conducted a field survey of the washed out Misasa railway bridge, and we evaluated the conditions that caused the failure based on hydrological, hydraulic, and structural analyses at the time of the flood, based on a field survey of the affected bridge. These analyses will help obtain design elements for small and medium bridge structures and countermeasures in the future. We focus on the collapse issue of the 1st Misasa Railway Bridge, wherein the collapse trigger of structural stability can be evaluated through its collapse mechanism. The structural analysis reveals the flood hydrodynamic force on the bridge girder during the flood that caused the collapse. In particular, when the hydrodynamic force of the water flow acts on the bridge girder part, the flood hydrodynamic force that led to the collapse of the bridge is estimated from the engineering point of view of structural stability. Based on the failure processes and conditions revealed by the analyses, we identified design elements that can help increase the resistivity of bridge structures on small rivers against floods with effective methods.

Get full access to this article

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

Acknowledgments

We express our deepest gratitude to those who were involved in the field survey and the preparation of the report on the bridge damaged by the heavy rain in the Chugoku Region. We thank the Japan Society of Civil Engineers (JSCE), as well as master’s students Mr. Yuta Hama, Mr. Yuki Yokotani, Mr. Fumiya Yagi, and Mr. Takahiro Ando, who were undergraduates at the time, for accompanying us and preparing the materials for the disaster investigation. A part of this study was supported by JSPS’s Kaken (Grant Numbers JP19K049596 and 19H00784).

References

Ario, I. 2020. “Discrete dynamic equilibrium model for a complex problem of flutter interactions.” Chaos, Solitons Fractals 141 (6): 110313. https://doi.org/10.1016/j.chaos.2020.110313.
Ario, I., G. Watanabe, T. Shibata, T. Kaita, S. Kawamura. 2022.6. “Investigation report damage survey of bridge collapse phenomena in Misasa River due to torrential rain in western Japan flood in 2018.” Academic Res. Rep. https://doi.org/10.15027/52397.
Ario, I., Y. Yokotani, and Y. Hama. 2018. “About the outflow damage of the bridge due to heavy rain and its countermeasures.” [in Japanese.] Natural Disaster Forum & 13th Nankai Earthquake Shikoku Regional Scientific Symposium. Accessed 18 August, 2021. https://doboku-i.jp/node/1586.
Ario, I., Y. Yokotani, Y. Tsubaki, Y. Hama, G. Watanabe, T. Shibata, T. Kaita, and S. Kawamura. 2019. “Estimation of hydrodynamic force and flow rate from the collapse event of plate girder bridges caused by floods.” [in Japanese.] Chugoku Branch Research Congress of the Japan Society of Civil Engineers. Accessed 24 November, 2021. https://committees.jsce.or.jp/chugoku/system/files/R1-program.pdf.
Bridge. 2019. Patent No. 6502004 (P6502004), National University Corporation Hiroshima University Industrial, academic and regional cooperation center (intellectual property division) [In Japanese.]. Accessed 25 December, 2021. https://www.j-platpat.inpit.go.jp/c1800/PU/JP-2014-084689/758E340C45384F35A203FA3B368F2B7C71A73F5A3FDB1B9BBEA1B88431D3185F/11/ja.
Campione, G., E. L. Giudice, and F. Cannella. 2020. “Risk of failure for the salso river railroad steel bridge.” Eng. Fail. Anal. 118: 104887. https://doi.org/10.1016/j.engfailanal.2020.104887.
CDP (Center for Disaster Philanthropy). 2021. “Western European flooding.” The Center for Disaster Philanthropy. Accessed October 21, 2021. https://disasterphilanthropy.org/disaster/western-european-flooding/.
Chanthamanivong, K., I. Ario, and Y. Chikahiro. 2021. “Smart design of coupling scissors-type bridge.” Structures 30 (1): 206–216. https://doi.org/10.1016/j.istruc.2020.12.044.
Document. 2018. “Study group on how to deal with future floods and sediment-related disasters.” [In Japanese.] Second committee on rivers and dams in Hiroshima Prefecture, document 7 (October 24, 2018). Accessed 3 January, 2022. https://www.pref.hiroshima.lg.jp/uploaded/attachment/330604.pdf.
Geospatial Information Authority of Japan. 2022. Accessed May 18, 2022. https://www.gsi.go.jp/kikakuchousei/kikakuchousei40182.html.
Ishii, I., T. Maruyama, Y. Motoda, K. Himeno, and T. Kameno. 1999. Disaster prevention engineering. Tokyo: Morikita Publishing.
Nagai, K., Y. Sato, and T. Ueda. 2004. “Mesoscopic simulation of failure of mortar and concrete by 2D RBSM.” J. Adv. Concr. Technol. Jpn Concr. Inst. 2 (3): 359–374. https://doi.org/10.3151/jact.2.359.
Okamoto, D., and T. Tadokoro. 2014. “Earthquake resistant technique for concrete structures.” [In Japanese.] RRR Vil 71 No. 3. Accessed 18 August, 2021. https://bunken.rtri.or.jp/doc/.
Report. 2011.11. “River development project for Ohta river water line Misasa river block.” [In Japanese.] River Division, Civil Engineering and Building Bureau, Hiroshima Prefecture. Accessed 24 November, 2021. https://www.pref.hiroshima.lg.jp/uploaded/attachment/370302.pdf.
Report. 2016.11. “Disaster prevention.” National Disaster Prevention Association Journal 809, Japan. Accessed 25 December, 2021. http://www.zenkokubousai.or.jp/monthly/image/no809high.pdf.
Report. 2018.7. “Hiroshima prefectural disaster response headquarters July 2018 heavy rainfall disaster report.” [In Japanese.] Hiroshima Prefectural Crisis Management Section. Accessed 3 January, 2022. https://www.pref.hiroshima.lg.jp/uploaded/attachment/322962.pdf.
Report. 2018.12. “West Japan heavy rain disaster survey report in July 2018.” [In Japanese.] West Japan Heavy Rain Civil Engineering Society of Chugoku Branch Emergency Disaster Survey Mission (Bridge Disaster Survey). Accessed 18 August, 2021. https://committees.jsce.or.jp/chugoku/system/files/H30%20disater%20report_12.5_0.pdf.
Report. 2020.3. “Report of the subcommittee on the survey on emergency temporary bridges for emergency construction in the case of disaster.” [In Japanese.] The Structural Engineering Committee of the Society of Civil Engineers. Accessed 24 November, 2021. https://committees.jsce.or.jp/struct18/system/files/%E7%B7%8A%E6%80%A5%E4%BB%AE%E8%A8%AD%E6%A9%8B%E5%A0%B1%E5%91%8A%E6%9B%B820200504.pdf.
Sayama, T., G. Ozawa, T. Kawakami, S. Nabesaka, and K. Fukami. 2012. “Rainfall-runoff-inundation analysis of Pakistan Flood 2010 at the Kabul River Basin.” Hydrol. Sci. J. 57 (2): 298–312. https://doi.org/10.1080/02626667.2011.644245.
Tabbakhha, M., A. Astaneh-Asl, and D. S. Christian. 2016. “Failure Analysis of Flood Collapse of the Tex Wash Bridge.” In Proc., World Congress on Civil, Structural, and Environmental Engineering. 118-1-8. https://doi.org/10.11159/icsenm16.118.
Tamai, N., K. Ishino, S. Umeda, S. Maeno, and Y. Watanabe. 2015. “River bridge disasters caused by torrential rain-their causes and countermeasures.” [In Japanese.] Gihodo Publishing.
Tsubaki, R., N. Kawahara, and M. Tsukai. 2016. “Characteristics of flood inundation damage caused by rainfall exceeding the planned scale in the local mountains region.” [In Japanese.] J. Soc. Civ. Eng. Pap. B1 72 (1): 11–25. https://doi.org/10.2208/jscejhe.72.11.
Wardhana, K., and F. C. Hadipriono. 2003. “Analysis of recent bridge failures in the United States.” J. Perform. Constr. Facil. 17 (3): 144–150. https://doi.org/10.1061/(ASCE)0887-3828(2003)17:3(144).

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 27Issue 9September 2022

History

Received: Jun 3, 2021
Accepted: Apr 4, 2022
Published online: Jun 22, 2022
Published in print: Sep 1, 2022
Discussion open until: Nov 22, 2022

Permissions

Request permissions for this article.

Authors

Affiliations

Assistant Professor, Graduate School of Advanced Science and Engineering, Hiroshima Univ., Higashi-hiroshima 739-8527, Japan (corresponding author). ORCID: https://orcid.org/0000-0002-5242-3561. Email: [email protected]
Tatsuya Yamashita
Engineer, Section of Civil Engineers in Hiroshima Prefecture, Hiroshima 736-0089, Japan.
Ryota Tsubaki
Associate Professor, Dept. of Civil and Environmental Engineering, Nagoya Univ., Nagoya 464-8603, Japan.
Shin-ichi Kawamura
Professor, Dept. of Civil and Environmental Engineering, National Institute of Technology (KOSEN), Kure College, Kure 737-8506, Japan.
Tatsuhiko Uchida
Associate Professor, Graduate School of Advanced Science and Engineering, Hiroshima Univ., Higashi-hiroshima 739-8527, Japan.
Gakuho Watanabe
Associate Professor, Dept. of Civil and Environmental Engineering, Faculty of Engineering, Yamaguchi Univ., Ube 755-8611, Japan.
Professor, Graduate School of Advanced Science and Engineering, Hiroshima Univ., Higashi-hiroshima 739-8529, Japan. ORCID: https://orcid.org/0000-0002-3354-0631.

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

  • Numerical Analysis of Reinforcing Effect for Scissors-Type Bridge with Strut Members, Applied Sciences, 10.3390/app122412906, 12, 24, (12906), (2022).
  • Influence Line-Based Design of Scissors-Type Bridge, Applied Sciences, 10.3390/app122312170, 12, 23, (12170), (2022).

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