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What is 20 MLD STP Process Calculations about?

This document provides process calculations for a 20 MLD sewage treatment plant in Barnala. It includes calculations for the inlet chamber and fine screen channels. The inlet chamber is designed for a peak flow of 45 MLD with a retention time of 30 seconds. The screen channels include calculations for channel dimensions, number of screens, screen bar spacing, and head loss calculations at peak and 50% clogged conditions.

Author

Anonymous 5x5kOmyNM

Language

EN