Waste Water Engineering
Hazen’s formula VS = 418 (GS – Gw)d [(3T + 70)/100] is used for the settlement velocity of the particles of diameter

Greater than 0.1 mm
Less than 0.01 mm
Less than 0.05 mm
Less than 0.1 mm

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Waste Water Engineering
The sewers

Must be of adequate size to avoid over flow
All listed here
Must flow under gravity ½ to ¾ full
Must be laid at least 2 to 3 m deep to collect /water from the basements

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