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

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===Formulas===
===Formulas===
<math>\phi(r) - \phi_0 = \frac {Q_0}{2\pi\cdot kD} \ln{\frac{r}{R}}
<math>\phi(r) - \phi_0 = \frac {Q_0}{2\pi\cdot kD} \ln{\frac{r}{R}}</math>

Revision as of 16:38, 15 December 2020

This testcase demonstrates a situation where a pipe drainage is located below ground and is pumping up ground water. A characteristic water water level curve will form over time. File:Drainage freatic benchmark.png

Formulas