Ground bottom flow formula (Water Overlay): Difference between revisions

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* <math>\Delta t</math> = Computational timestep in seconds.
* <math>\Delta t</math> = Computational timestep in seconds.
* <math>h_{x,y}</math> = Ground water head in the grid cell.
* <math>h_{x,y}</math> = Ground water head in the grid cell.
* <math>h_{d,t}</math> = ground water level (or head) of the external zone causing the seepage at time t, in meters
* <math>h_{d,t}</math> = additional ground water level (or head) of the external zone causing the seepage at time t, in meters
* <math>h_{c}</math> = constant ground water level (or head) of the external zone causing the seepage, in meters
* <math>h_{c_{x,y}}</math> = constant ground water level (or head) of the external zone causing the seepage, in meters
* <math>h_{v,t}</math> = additional variation of seepage head over time
* <math>h_{v,t}</math> = additional variation of seepage head over time
* <math>c</math> = resistance of the separating layer in days
* <math>c</math> = resistance of the separating layer in days
* <math>ws</math> = water storage fraction of the soil
* <math>ws</math> = water storage fraction of the soil
==Notes==
* <math>h_{c_{x,y}}</math> and <math>c_{x,y}</math> can both be provided as spatially variable values.
* <math>h_{d,t}</math> can be provided as a set of values, variable over time.


==See also==
==See also==

Revision as of 09:38, 14 August 2020

Underground seepage (from (or to) outside the project area) is calculated per cell.

The seepage is calculated using the following formula:

Δs=hd(t)hx,ycx,yΔt246060

The external seepage head is variable over time by the introduction of hv,t

hd(t)=hcx,y+hv,t(t)

Finally, calculate the actual amount of water seeping into (or out of) the ground from the bottom.

Δw=Δsws

Where:

  • Δs = The underground seepage which takes place, in meters.
  • Δt = Computational timestep in seconds.
  • hx,y = Ground water head in the grid cell.
  • hd,t = additional ground water level (or head) of the external zone causing the seepage at time t, in meters
  • hcx,y = constant ground water level (or head) of the external zone causing the seepage, in meters
  • hv,t = additional variation of seepage head over time
  • c = resistance of the separating layer in days
  • ws = water storage fraction of the soil

Notes

  • hcx,y and cx,y can both be provided as spatially variable values.
  • hd,t can be provided as a set of values, variable over time.

See also

Template:WaterOverlay nav