Table B2. Summary of Consequences for Sunny Day Breach Scenario (Roads) Notes: (1) Time of arrival and time to flood peak are relevant to the dam breach initiation. (2) Estimations of PAR and Potential Loss of Life for roads are based on the Campbell method (Ref. 27). Road Flood length (km) Max. Flood Depth (m) Time of Arrival(1) (hr&min) Time to Flood Peak(1) (hr&min) PAR(2) Potential Loss of Life(2) Baxter Road 0.5 1.8 30 min 40 min 0.60 0.42 Total 0.60 0.42
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