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  • Baharka Camp Grey-water Treatment System >

Assessment & Design (Feasibility)

Main treatment objectives
Required space
m²/person
Skills level
Design input flow
m³/day
Source of sludge
Local constraints
Technologies employed
Design population
persons

Construction

Capex / design input flow
USD/m³/day
Time construction and commissioning
week(s)
month(s)
year(s)
Type of output
Design life

Operation & maintenance

Real input flow
m³/day
Opex per real input flow
USD/m³
Resources needed for operation
COD Reduction
%
TS Reduction
%
Faecal coliforms reduction
Log reduction

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Anaerobic Baffled Reactor
Bangladesh
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