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Currently we compute scalar seismic moment from a strain rate model using fixed dx and dy distances. It would be better to infer these distances directly from the strain grid (under the assumption that it follows some sort of regular spacing)
The text was updated successfully, but these errors were encountered:
Currently we compute scalar seismic moment from a strain rate model using fixed
dx
anddy
distances. It would be better to infer these distances directly from the strain grid (under the assumption that it follows some sort of regular spacing)The text was updated successfully, but these errors were encountered: