Looking for optimum design solution for sewage treatment.
Published by Elias Atallah, Engineer
what is the optimum design for treating sewage having a flow of 30m3 per day, BOD: 250mg/L and SS: 250mg/L
Published by Elias Atallah, Engineer
what is the optimum design for treating sewage having a flow of 30m3 per day, BOD: 250mg/L and SS: 250mg/L
I am sure this link will help you in designing a small plant http://www.epd.gov.hk/epd/english/environmentinhk/water/guide_ref/files/guide_wpc_stp.pdf
Published by bob ted, Tech sourecs - MD
with this low charge (BOD) and low flow (+ our - 1m³/h) a simple biological treatment by Activatede sludge cam handle... or you can combine a anaerobic system withsome biofilter for polishment... works good and cheap! Cya!
Published by Leonardo Zanata, Professor at Faculdades Oswaldo Cruz
After preliminary treatment i.e. screen chamber, for BOD removal from 250 mg/L to
Published by Sameer Dohare, Managing Director at EnviroChem Services (OPC) Pvt. Ltd.