Introduction

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Abstract

In this chapter a summary of the historical record of dam and gate failures is compiled. Once the reader is familiar with the failure statistics, a concise summary of the prerequisite topics such as press-shut and press-open devices needed to understand the analysis of gate failures is presented. Subsequently, a non-mathematical conceptual descriptions of various excitation mechanisms, such as discharge fluctuations, shear layers instability, nappe instability, coupled-mode long-span gate instability, eccentricity instability and coupled-mode Tainter gate instability that excite gate vibration are presented to set the stage for more analytical treatment in subsequent chapters.

Publisher

IGI Global

Reference170 articles.

1. ASDSO. (2014). Dam Failures and Incidents. Association of State Dam Safety Officials. Retrieved from http://www.damsafety.org/news/?p=412f29c8-3fd8-4529-b5c9-8d47364c1f3e

2. Anami, K. (2005, December). Flow-Induced Coupled-Mode Self Excited Vibration of Large-ScaledTainter gates. Unpublished doctoral dissertation, Osaka Electro-Communication University, Osaka, Japan.

3. Flow-induced coupled-mode-vibration of Folsom Dam Tainter gates in California;K.Anami;Flow-Induced Vibration: The 1999 ASME Pressure Vessels and Piping,1999

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

5. Model Tests for Non-Eccentricity Dynamic Instability Closely Related to Folsom Dam Tainter-Gate Failure

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