Table 2

1 January 2000

Table 2: Load cases used for sliding stability analysis
Case Loads
Type Scenario Dam Soil Traffic Silt Water Uplift Ice EQ
Usual Normal operation Normal pool
Normal operation plus ice Normal pool
Unusual 100 year flood 100 year flood
Extreme Normal operation w/ peak ground acceleration (PGA) Normal pool
½ Probable maximum flood (PMF ½ PMF

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