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Login1. If dia of sewer is less than .4 mtr then jt will design for 1/2 of design discharge
2.IF dia between0.4-0.9 then design to 2/3 of design discharge
3 IF DIA IS MORE THAN 0.9Mtr then design for 3/4 of design discharge
4.the minimum velocity is .8 mtr per second
Design discharge is maximum hourly discharge