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Given the average, maximum e peak influent flows to the reactor and its basic geometric charateristics, calculates the volumetric hydraulic loads, the hydraulic detention times, the superficial velocities, the velocities in the acess to the settling compartments, the superficial loading rates and the detention times in these chambers and the influence area of each distribution pipe, allowing to compare these values with prof. Chernicharo recommendations.

Values recomendaded by Chernicharo

- Hydraulic volumetric loading rate corresponding to average flow, m³ / (m².d): < 4
- Hydraulic volumetric loading rate corresponding to maximum flow, m³ / (m².d): < 6
- Hydraulic volumetric loading rate corresponding to peak flow, m³ / (m².d): < 7
- Hydraulic detention time corresponding to average flow: 6 to 9
- Hydraulic detention time corresponding to maximum flow: 4 to 6
- Hydraulic detention time corresponding to peak flow: 3.5 to 4
- Superficial velocity corresponding to average flow, m/h: 0.5 - 0.7
- Superficial velocity corresponding to maximum flow, m/h: 0.9 -1.1
- Superficial velocity corresponding to average flow, m/h: < 1.5
- Velocity in the access passages to the settling compartments corresponding to average flow, m/h: 2.0 - 2.3
- Velocity in the access passages to the settling compartments corresponding to maximum flow, m/h: 4.0 - 4.2
- Velocity in the access passages to the settling compartments corresponding to peak flow, m/h: 5.5 - 6.0
- Surface loading rate in the settling compartments corresponding to average flow, m/h: 0.6 - 0.8
- Surface loading rate in the settling compartments corresponding to maximum flow, m/h: 1.2
- Surface loading rate in the settling compartments corresponding to peak flow, m/h: 1.6
- Hydraulic detention time in the settling compartments corresponding to average flow, h: 1.5 - 2.0
- Hydraulic detention time in the settling compartments corresponding to maximum flow, h: > 1.0
- Hydraulic detention time in the settling compartments corresponding to peak flow, h: > 0.6
- Influence area of each distribution pipe at the bottom of the reactor, m²: 2 - 3

Given the average, maximum e peak influent flows to the reactor and its basic geometric charateristics, calculates the volumetric hydraulic loads, the hydraulic detention times, the superficial velocities, the velocities in the acess to the settling compartments, the superficial loading rates and the detention times in these chambers and the influence area of each distribution pipe, allowing to compare these values with prof. Chernicharo recommendations.

Values recomendaded by Chernicharo

- Hydraulic volumetric loading rate corresponding to average flow, m³ / (m².d): < 4
- Hydraulic volumetric loading rate corresponding to maximum flow, m³ / (m².d): < 6
- Hydraulic volumetric loading rate corresponding to peak flow, m³ / (m².d): < 7
- Hydraulic detention time corresponding to average flow: 6 to 9
- Hydraulic detention time corresponding to maximum flow: 4 to 6
- Hydraulic detention time corresponding to peak flow: 3.5 to 4
- Superficial velocity corresponding to average flow, m/h: 0.5 - 0.7
- Superficial velocity corresponding to maximum flow, m/h: 0.9 -1.1
- Superficial velocity corresponding to average flow, m/h: < 1.5
- Velocity in the access passages to the settling compartments corresponding to average flow, m/h: 2.0 - 2.3
- Velocity in the access passages to the settling compartments corresponding to maximum flow, m/h: 4.0 - 4.2
- Velocity in the access passages to the settling compartments corresponding to peak flow, m/h: 5.5 - 6.0
- Surface loading rate in the settling compartments corresponding to average flow, m/h: 0.6 - 0.8
- Surface loading rate in the settling compartments corresponding to maximum flow, m/h: 1.2
- Surface loading rate in the settling compartments corresponding to peak flow, m/h: 1.6
- Hydraulic detention time in the settling compartments corresponding to average flow, h: 1.5 - 2.0
- Hydraulic detention time in the settling compartments corresponding to maximum flow, h: > 1.0
- Hydraulic detention time in the settling compartments corresponding to peak flow, h: > 0.6
- Influence area of each distribution pipe at the bottom of the reactor, m²: 2 - 3

- Chernicharo, Carlos A. de L. Reatores anaeróbios. Belo Horizonte, DESA EEUFMG, 1997