Updated Dynamic Amplification Factors of Existing Short Span Bridge Considering the Debris Effects
Publication: Earth and Space 2021
ABSTRACT
During extreme flooding events, submerged bridge components would encounter strong lateral fluid forces. With lateral flowing water, debris, such as sediments or tree branches can be transported along rivers and accumulate on submerged components. With debris accumulations, short span bridges are required to resist additional fluid pressure due to the increasing current-obstruction area. Besides, debris accumulations would accelerate bridge scour process, as well, due to increasing flow speeds. The floating debris can also directly impact bridge foundations and affect the dynamic behaviors. Many bridges collapse due to fluid forces and debris impacts during flooding events. Few studies have been conducted to investigate the structural behaviors of bridges considering the effects of debris. In the present study, the dynamic analysis for OSBs is conducted with the consideration of debris accumulations and debris impacts. Firstly, a short span OSB is simulated with foundation scour due to possible debris accumulations. Secondly, the fluid pressure applied to the OSB is updated considering an extra blocking area due to accumulated debris. The collision forces due to floating woody debris are also introduced into the analysis. Thirdly, the dynamic amplification factors with and without considering the effects of debris impacts are calculated and compared. Finally, some conclusions are drawn about how to simplify the effects of debris impacts on the dynamic responses of bridges.
Get full access to this article
View all available purchase options and get full access to this chapter.
REFERENCES
AASHTO. (2012). AASHTO LRFD Bridge. American Association of State Highway and Transportation Officials.
AASHTO, L. (2002). “Standard specifications for highway bridges.” Officials, Seventeenth Edition, American Association of State Highway and Transportation Washington, DC.
Arattano, M., and Franzi, L. (2010). “On the evaluation of debris flows dynamics by means of mathematical models.” Natural Hazards and Earth System Science, 3(6), 539–544.
Armanini, A., and Scotton, P. (1993). “On the dynamic impact of a debris flow on structures.” Proceedings Of The Congress-international Association For Hydraulic Research, 203.
Arneson, L. a., Zevenbergen, L. W., Lagasse, P. F., and Clopper, P. E. (2012). “Evaluating scour at bridges fifth edition.” U.S. Department of Transportation Federal Highway Administration, (18), 340.
Bänziger, R. (1989). “Driftwood during the floodings in Switzerland in 1987, internal report.” WSL Birmensdorf, Switzerland.
Bruschin, J. (1981). “The overtopping of the Palagnedra dam.” Water power and dam construction.
Connor, R., Fisher, J., Gatti, W., Gopalaratnam, V., Kozy, B., Leshki, B., McQuaid, D. L., Medlock, R., Mertz, D., Murphy, T., Paterson, D., Sorensen, O., and Yadlosky, J. (2012). “Manual for design, construction, and maintenance of orthotropic steel deck bridges.” (February), 262.
Diaz, E. E. M., Moreno, F. N., and Mohammadi, J. (2009). “Investigation of common causes of bridge collapse in Colombia.” Practice Periodical on Structural Design and Construction, American Society of Civil Engineers, 14(4), 194–200.
Gomi, T., Sidle, R. C., Bryant, M. D., and Woodsmith, R. D. (2001). “The characteristics of woody debris and sediment distribution in headwater streams, southeastern Alaska.” Canadian Journal of Forest Research, NRC Research Press, 31(8), 1386–1399.
Haehnel, R. B., and Daly, S. F. (2004). “Maximum Impact Force of Woody Debris on Floodplain Structures.” Journal of Hydraulic Engineering, 130(2), 112–120.
Hungr, O., Morgan, G. C., and Kellerhals, R. (1984). “Quantitative analysis of debris torrent hazards for design of remedial measures.” Canadian Geotechnical Journal, NRC Research Press, 21(4), 663–677.
Kattell, J., and Eriksson, M. (1998). Bridge scour evaluation: screening, analysis.
Kobayashi, M. H., Ko, H. T.-S., Khowitar, E., Cox, D. T., Naito, C. J., Riggs, H. R., and Piran Aghl, P. (2014). “Experimental and analytical study of water-driven debris impact forces on structures 1.” Journal of Offshore Mechanics and Arctic Engineering, 136(4), 041603.
Lagasse, P. F., and Richardson, E. V. (2001). “ASCE compendium of stream stability and bridge scour papers.” Journal of Hydraulic Engineering, American Society of Civil Engineers, 127(7), 531–533.
Lagasse, P. F., Zevenbergen, L. W., and Clopper, P. E. (2010). “Impacts of debris on bridge pier scour.” Scour and erosion, American Society of Civil Engineers, Reston, VA, 854–863.
Lu, M.-W., and Lee, Y.-L. (1996). “Reliability based strength/fatigue design criteria.” Proceedings of 1996 Annual Reliability and Maintainability Symposium, 263–269.
Melville, B. W., and Dongol, D. M. (1992). “Bridge pier scour with debris accumulation.” Journal of Hydraulic Engineering, 118(9), 1306–1310.
Nielson, B. G., and DesRoches, R. (2006). “Influence of modeling assumptions on the seismic response of multi-span simply supported steel girder bridges in moderate seismic zones.” Engineering Structures, 28(8), 1083–1092.
Paczkowski, K., Riggs, H. R., Naito, C. J., and Lehmann, A. (2012). “A one-dimensional model for impact forces resulting from high mass, low velocity debris.” Structural Engineering and Mechanics, Techno-Press, P. O. Box 33 Yusong Taejon 305-600 Korea, Republic of, 42(6), 831–847.
Pagliara, S., and Carnacina, I. (2011a). “Influence of Wood Debris Accumulation on Bridge Pier Scour.” Journal of Hydraulic Engineering, 137(2), 254–261.
Pagliara, S., and Carnacina, I. (2011b). “Influence of large woody debris on sediment scour at bridge piers.” International Journal of Sediment Research, International Research and Training Centre on Erosion and Sedimentation and the World Association for Sedimentation and Erosion Research, 26(2), 121–136.
Reed, D. W. (2004). “A review of British railway bridge flood failures.” Hydrology: Science & Practice for the 21st Century, 1, 210–216.
Ruiz-Villanueva, V., Bodoque, J. M., D’iez-Herrero, A., Eguibar, M. A., and Pardo-Ig’uzquiza, E. (2013). “Reconstruction of a flash flood with large wood transport and its influence on hazard patterns in an ungauged mountain basin.” Hydrological Processes, Wiley Online Library, 27(24), 3424–3437.
Scotton, P., and Deganutti, A. M. (1997). “Phreatic line and dynamic impact in laboratory debris flow experiments.” Debris-Flow Hazards Mitigation: Mechanics, Prediction, and Assessment, 777–786.
Wardhana, K., and Hadipriono, F. C. (2003). “Analysis of recent bridge failures in the United States.” Journal of performance of constructed facilities, American Society of Civil Engineers, 17(3), 144–150.
Zevenbergen, L. W., Lagasse, P. F., Clopper, P. E., and Spitz, W. J. (2006). “Effects of debris on bridge pier scour.” Proceedings 3rd International Conference on Scour and Erosion (ICSE-3). November 1-3, 2006, Amsterdam, The Netherlands, 741–749.
Zhang, S. (1993). “A comprehensive approach to the observation and prevention of debris flows in China.” Natural Hazards, Springer, 7(1), 1–23.
Zhang, W., and Cai, C. S. (2012). “Fatigue reliability assessment for existing bridges considering vehicle speed and road surface conditions.” Journal of Bridge Engineering, 17(3), 443–453.
Information & Authors
Information
Published In
Copyright
© 2021 American Society of Civil Engineers.
History
Published online: Apr 15, 2021
Authors
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.