Compaction formula (Subsidence Overlay)
Revision as of 16:08, 8 February 2021 by Frank@tygron.nl (talk | contribs) (Created page with "The amount of subsidence due to compaction is calculated by the following formula: {{code|1= Subsidence = (Peat fraction * PEAT_A + Top layer * TOP_LAYER_A) * log10(days) + Pe...")
The amount of subsidence due to compaction is calculated by the following formula:
Subsidence = (Peat fraction * PEAT_A + Top layer * TOP_LAYER_A) * log10(days) + Peat fraction * PEAT_B + Top Layer * TOP_LAYER_B + Height Increase * HEIGHT
- The peat fraction and thickness of the top layer are attributes in the project. The exact attributes which provide these can be configured as keys in the overlay.
- The height increase is a result of the actions taken during a session, such as the creation of levees.
- The days are equal to the number of days in a year, times the current year being calculated.
- PEAT_A (0.015853041) is a constant, for the effect of the peat fraction over time.
- PEAT_B (0.02348519) is a constant, for the base effect of the peat fraction.
- TOP_LAYER_A (0.006617643) is a constant, for the effect of the top layer thickness over time.
- TOP_LAYER_B (-0.010061616) is a constant, for the base effect of the top layer thickness.
- HEIGHT (0.200468677) is a constant, for the base effect of the height of added materials.
This formula is based on provided expert data in the form of a reference table, indicating the amount of subsidence based on the parameters used in the formula above. The formula's results conform to the reference table to within an average of a tenth of the margin of error of the original table.