Changes

<math>Q_{max, pipe}=L\times B\times C_{d}\times A_{o}\sqrt{2\cdot g\cdot h_{max}</math>

<math>Q_{max, pipe}=L\times B\times C_{d}\times A_{o}\sqrt{2\cdot g\cdot h_{max}</math>

{{Plainlist|1=Where:

{{Plainlist|1=Where:

*''L'' is the length of perforated pipe (m)

*''L'' is the length of perforated pipe (m)

<math>\frac{0.008\ m \times 0.0015\ m\times6}{0.03\ m }= 0.0024\ m^{2}/m</math>

<math>\frac{0.008\ m \times 0.0015\ m\times6}{0.03\ m }= 0.0024\ m^{2}/m</math>

Then the maximum flow rate per planter is calculated:

Then the maximum flow rate per planter is calculated:

<math>Q_{max, p}=\frac{8\ m\times 0.5\times 0.61\times 0.0024\ m^{2}/m\sqrt{2\cdot 9.81\ m/s^{2}\cdot \sum 1.1\ m}}{1000}=27\ L/s</math>

<math>Q_{max, p}=8\ m\times 0.5\times 0.61\times 0.0024\ m^{2}/m\sqrt{2\cdot 9.81\ m/s^{2}\cdot \sum 1.1\ m}=27\ L/s</math>

===Note===

===Note===