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The expected maximum ash load for timeframes of interest is also calculated.
At the 1000-year theexpectedhe expected maximum ash load increased to ~5.13 kg/m2.
The colour bar indicates the maximum ash load in kg/m2.
The expected maximum ash load at the 10,000-year timeframe increased to ~11 kg/m2.
At the 1000-year theestimatedhe estimaximumashmum ash load for the site increased to ~735 kg/m2.
The estimated maximum ash load hazard is further broken down by VEI for three timeframes (100, 1000, and 10,000 years).
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VAPAH also calculates the maximum expected ash load at a given site for timeframes of interest.
All other sources contributed less than 5%% to the maximum expected ash load for this site for this timeframe.
The maximum calculated ash load for this site in Manila at the 100-year timeframe is ~0.06 kg/m2.
The maximum calculated ash load for a site in Tokyo at the 100-year timeframe is ~0.19 kg/m2.
The maximum calculated ash load for the site in Jakarta at the 100-year timeframe was found to be ~0.013 kg/m2.
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