Recommendations
Septic tank project - SALUTAR dimensionsUASB reactor: volume determinationUASB reactor: influent distribution systemUASB cylindrical D = 2,40 m; V = 23,28 m³
UASB reactor: plan area and depth
Default

Input data

Average upstream flow (Qm)

Maximum upstream flow (QM)

Volume of reactor

Output data

Area

Depth

Superficial velocity corresponding to the average flow

Superficial velocity corresponding to the maximum flow

References

  • CHERNICHARO, Carlos A. de L. Princípios do tratamento biológico de águas residuárias. Volume 5: Reatores anaeróbios. Belo Horizonte: DESA, 1997.