Wachi Dam and Folsom Dam

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Abstract

The failures at the Wachi Dam on the Yura River in Japan on July 2, 1967 and at the Folsom Dam on the American River near Sacramento, on July 17, 1995 are analyzed in light of the development of the self-excited coupled-mode instability mechanism. In both failures vibration of the gate was either suspected or noted by eyewitnesses. An exploratory study of how the predictions from the theory of the self-excited coupled-mode instability mechanism fit with the limited known facts is undertaken. The theoretical predictions from self-excited coupled-mode instability theory are found to explain well these two failures and are consistent with the reported circumstances surrounding the failures.

Publisher

IGI Global

Reference20 articles.

1. Anami, K., & Ishii, N. (1998). In-air and in-water natural vibrations of Folsom dam radial gate in California. In I. M. Allison (Ed.), Experimental Mechanics,Proceedings of 11th International Conference on Experimental Mechanics, (pp. 29-34). Rotterdam: Balkema.

2. Flow-induced dynamic instability closely related to Folsom Dam Tainter gate failure in California;K.Anami;Flow Induced Vibration,2000

3. Anami, K., & Ishii, N. (2001). Field and model investigations of FIV of Folsom Dam Tainter gate. In Proceedings of Commemorative International Symposium for the 40th Anniversary for the Foundation of the Osaka Electro-Communication University, Vol. 2, (pp.165-181). Osaka, Japan: Osaka Electro-Communication University.

4. Anami, K., & Ishii, N. (2003). Model tests for non-eccentricity dynamic instability closely related to Folsom Dam Tainter gate failure. Symposium on Flow-Induced Vibration 2003,Proceedings of ASME Pressure Vessels and Piping Conference, Vol.465, (pp. 213-221). New York, NY: American Society of Mechanical Engineers.

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