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<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===

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