Table 2

1 January 2000

Table 2 - Design Factors
Design Condition Applicable slopes Minimum FOS Calculated FOS
End of Construction Up stream 1.3 1.9
End of Construction Down stream 1.3 1.69
Rapid draw down from FSL Up stream 1.2 1.62
Steady Seepage at FSL Downstream 1.5 1.65
Earthquake Up stream 1.0 1.31
Earthquake Down stream 1.0

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