As per IS 1742-1983, normally a sewer shall be designed for discharging _______ times the dry-weather flow flowing half-full with a minimum self-cleansing velocity of _______.

1
Five; 2.4 m/s
2
Three; 0.75 m/s
3
Four; 1.75 m/s
4
Two; 0.5 m/s

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