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Main treatment objectives
Design life
Time construction and commisionning
Organization
Capex per design input flow
0 $/m3/day1000 $/m3/day
Required space
0.00 m2/person10.00 m2/person
TS reduction
0%100%
Design population
0 Persons200 000 Persons
Design input flow
0 m3/day200 m3/day
Opex per real input flow
0  USD/m31000  USD/m3
Real input flow
1  m3/day100  m3/day
Organization
0  Kg / m31  Kg / m3
Location
0  %100  %
COD reduction
0 %100 %
Faecal coliforms reduction
0Log Reduction20Log Reduction
Technologies employed
Source of sludge
Types of output
Local constraints
Resources needed for operation
Skills level
Schematics-Aeration-system-IFRC-1-1
  • Main treatment objectives:
    BOD/COD reduction, Nutrient reduction, Pathogen reduction
  • Required space : m2 / person
  • Capex per design input flow : USD/m3/day
  • Opex per real input flow : USD/m3
Schematics
  • Main treatment objectives:
    BOD/COD reduction, Nutrient reduction, Pathogen reduction, Solid/liquid separation, TSS and TDS reduction
  • Required space : m2 / person
  • Capex per design input flow : USD/m3/day
  • Opex per real input flow : USD/m3
schematics
  • Main treatment objectives:
    BOD/COD reduction, Pathogen reduction, Solid/liquid separation, TSS and TDS reduction
  • Required space : m2 / person
  • Capex per design input flow : USD/m3/day
  • Opex per real input flow : USD/m3