Changes

<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, pipe}=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>

<math>Q_{max, pipe}=8\ m\times 0.5\times 0.61\times 0.0024\ m^{2}/m\sqrt{2\cdot 9.81\ m/s^{2}\cdot 1.1\ m}=0.027\ m^{3}/s</math>

===Note===

===Note===