Input data

Average flow (Q)

Number of settling tanks

Diameter of each settling tank

Lateral depth of settling tank

Output data

Superficial aplication rate

Description

Given the incoming average flow, the number of settling tanks and the geometric characteristics of each one, checks whether it fits the Brazilian standards for domestic sewage treatment plants.

\begin{align*} 20 \leq Q/A \text{ (m³/m² . day) } \leq 24 \end{align*}

\begin{align*} 3.0 \leq Y_L \text{ (m) } \leq 3.5 \end{align*}

Settling tank

Description

Given the incoming average flow, the number of settling tanks and the geometric characteristics of each one, checks whether it fits the Brazilian standards for domestic sewage treatment plants.

\begin{align*} 20 \leq Q/A \text{ (m³/m² . day) } \leq 24 \end{align*}

\begin{align*} 3.0 \leq Y_L \text{ (m) } \leq 3.5 \end{align*}

Settling tank

References

Jordão, E. P.,Pessôa, C. A. Tratamento de esgotos domésticos.7. Ed. Rio de Janeiro: ABES, 2014.