What is the shape of the oxidation ditch?

While designing the aerated lagoon carried out facultatively what is the hydraulic retention time considered?

What is the length of the cylinder?

Which of the following is MLSS concentration not dependant upon?

What is the ratio of VSS/TSS in ppm obtained when partially mixed lagoons treatment are carried out facultatively?

Which of the following is an advantage of MBR?

What is the maximum allowable temperature in facultative ponds?

What is the outlet of TSS in ppm obtained when aerated lagoons are used for treatment?