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hazard scenarios required to model tephra clean-up operations; a conceptual framework for clean-up operation response to inform estimates of tephra removal volumes; local contextual information required for modelling tephra clean-up operations; and.
This includes discussion of: hazard scenarios required to model tephra clean-up operations; a conceptual framework for clean-up operation response to inform estimates of tephra removal volumes; local contextual information required for modelling tephra clean-up operations; and applying or developing appropriate equations to assess duration and cost of clean-up operations.
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Furthermore, the removal volume and the removal ratio exhibited similar trends.
Figure 6 Relationship between the stand-off distance, removal volume, and spot size.
Diesel degradation was estimated in terms of degradation, chloride removal, volume reduction and nanoparticle synthesis, respectively.
Model outputs of removal volume, clean-up duration and cost yield useful information for response and recovery planning purposes.
The results showed that longer machined length values and higher material machining removal volume were obtained when machining using reduced flow rate system.
The shallow craters of negative polarity with little removal volume were likely to appear in the normal EAM and low current EAM trials.
While the crater geometries including the heat affected zone diameter, the crater depth, the white layer thickness, the removal volume, and the removal ratio, were acquired as results and analyzed.
Figure 6 shows the relationship between the stand-off distance, removal volume, and spot size, where the diameter of the region including 80% of the total volume is defined as the spot size.
To compare our tephra removal volume outputs with real-world tephra clean-up operations, we use the method outlined in Hayes et al. (2015) for quantifying the total tephra accumulation as m3 per km2 in an urban area.
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