Ground flow formula (Water Overlay): Difference between revisions
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Line 38: | Line 38: | ||
Where: | Where: | ||
: <math>gw</math> = Ground water level in the cell; | : <math>gw</math> = Ground water level in the cell; | ||
: <math>ah</math> = [[Aquifer | : <math>ah</math> = [[Aquifer datum (Water Overlay)|the datum height of the aquifer]] at the cell. | ||
: <math>V</math> = Volume in <math>m{3}</math> that flows between the two adjacent cells due to the aquifer. | : <math>V</math> = Volume in <math>m{3}</math> that flows between the two adjacent cells due to the aquifer. | ||
: <math>\Delta gw</math> = Ground water level difference between the two adjacent cells; | : <math>\Delta gw</math> = Ground water level difference between the two adjacent cells; |
Revision as of 13:57, 23 February 2022
Underground flow is different from surface flow, since it has to account for the slowdown and porousness of the medium. In general, horizontal underground flow is calculated using formulas described in Harbaugh 2005[1][2]. However, when an aquifer is present, the aquifer variant is applied.
Default horizontal flow
The flow between the two cells is calculated as:
where:
- = The underground water level of cell n.
- = The surface height of cell n.
- = The hydraulic conductivity of the cell, defined in HYDRAULIC_CONDUCTIVITY_ND of the underground terrain.
- = The configured ground bottom distance, defined in GROUND_BOTTOM_DISTANCE_M of the Water Overlay.
- = Area of conductance.
- = Underground water level difference.
- = Computational timestep.
- = Size of grid cell.
- = Averaged underground water level, based on water levels in underground, WATER_STORAGE_PERCENTAGE and potentially the surface water level, when the underground is filled to the top.
Aquifer formula
When an aquifer is present, its hydraulic diffusivity is used to calculate the water flow.
First the following condition is checked in order to allow water movement through the aquifer:
Based on this condition being true, the transported volume V is calculated:
Where:
- = Ground water level in the cell;
- = the datum height of the aquifer at the cell.
- = Volume in that flows between the two adjacent cells due to the aquifer.
- = Ground water level difference between the two adjacent cells;
- = Computational timestep.
- = The AQUIFER_KD attribute of aquifer.
Related
The following topics are related to this formula.
- Features
- Aquifer
- Formulas
- Groundwater level formula
- Underground infiltration formula
- Models
- Underground model
- Infiltration model
- Tracer flow model
See also
References
- ↑ Harbaugh, A.W., 2005, MODFLOW-2005, the U.S. Geological Survey modular ground-water model-the Ground-Water Flow Process: U.S. Geological Survey Techniques and Methods 6-A16, variously paginated.
- ↑ Langevin, C.D., Hughes, J.D., Banta, E.R., Niswonger, R.G., Panday, Sorab, and Provost, A.M. (2017) ∙ Documentation for the MODFLOW 6 Groundwater Flow Model: U.S. Geological Survey Techniques and Methods, book 6, chap. A55 ∙ p 31 ∙ found at: https://doi.org/10.3133/tm6A55 (last visited 2019-02-04)