Radial well aquifer benchmark (Water Module): Difference between revisions

From Tygron Support wiki
Jump to navigation Jump to search
Line 22: Line 22:


The outlet is placed on the cells x = 25 and y = 25 as an [[Inlet (Water Overlay)|inlet]] with a negative inlet.
The outlet is placed on the cells x = 25 and y = 25 as an [[Inlet (Water Overlay)|inlet]] with a negative inlet.
[[Inlet q (Water Overlay)|Inlet Q]] is set to <math>\frac{-Q_0}{3600*24}</math>
[[Inlet q (Water Overlay)|Inlet Q]] is set to <math>\frac{-Q_0}{3600*24}</math>



Revision as of 15:50, 16 December 2020

This testcase demonstrates a situation where a well is pumping up ground water. A characteristic ground water level curve will form over time.

Drainage freatic benchmark.gif

Formulas

Stationary lowering of the ground water table in a closed water transmissive layer can be described by the following formula [1]

Failed to parse (MathML with SVG or PNG fallback (recommended for modern browsers and accessibility tools): Invalid response ("Math extension cannot connect to Restbase.") from server "https://wikimedia.org/api/rest_v1/":): {\displaystyle \phi(r) - \phi_0 = \frac {Q_0}{2\pi\cdot kD} \ln{\left ( \frac{r}{R} \right )}}

where:

Failed to parse (MathML with SVG or PNG fallback (recommended for modern browsers and accessibility tools): Invalid response ("Math extension cannot connect to Restbase.") from server "https://wikimedia.org/api/rest_v1/":): {\displaystyle phi(0)} : stable water level at the considered stable water table edge
Failed to parse (MathML with SVG or PNG fallback (recommended for modern browsers and accessibility tools): Invalid response ("Math extension cannot connect to Restbase.") from server "https://wikimedia.org/api/rest_v1/":): {\displaystyle phi(r)} : water level between the considered stable water table edge and the well
Failed to parse (MathML with SVG or PNG fallback (recommended for modern browsers and accessibility tools): Invalid response ("Math extension cannot connect to Restbase.") from server "https://wikimedia.org/api/rest_v1/":): {\displaystyle phi(rw)} : water level in the well
Failed to parse (MathML with SVG or PNG fallback (recommended for modern browsers and accessibility tools): Invalid response ("Math extension cannot connect to Restbase.") from server "https://wikimedia.org/api/rest_v1/":): {\displaystyle kD} : transmissivity of the aquifer in m² / day
Failed to parse (MathML with SVG or PNG fallback (recommended for modern browsers and accessibility tools): Invalid response ("Math extension cannot connect to Restbase.") from server "https://wikimedia.org/api/rest_v1/":): {\displaystyle r} : distance to the well
Failed to parse (MathML with SVG or PNG fallback (recommended for modern browsers and accessibility tools): Invalid response ("Math extension cannot connect to Restbase.") from server "https://wikimedia.org/api/rest_v1/":): {\displaystyle R} : distance of the considered stable water table edge to the well
: amount of water pumped out in m³ / day

Setup

We use the following setup in our tests. The grid size used is 51 by 51, with a configurable cell size of in meters. There is one underground outlet, which pumps water away continuously with a default amount per second.

The outlet is placed on the cells x = 25 and y = 25 as an inlet with a negative inlet.

Inlet Q is set to

References

  1. Verruijt, A. (1970). Theory of Groundwater Flow. Macmillan, London.