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Waste Water Engineering

If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is___________________?

If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is___________________?

A. 2 hours
B. 4 hours
C. 6 hours
D. 8 hours

If the length of overland flow from the critical point to the mouth of drain is 13.58 km and difference in level between the critical point and drain mouth is 10 m, the inlet time is___________________? Read More »

Civil Engineering Mcqs, Waste Water Engineering

If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is_________________?

If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is_________________?

A. 100 cm
B. 90 cm
C. 80 cm
D. 50 cm

If the peak discharge of a storm water drain (S.W. Drain) is expected to exceed 150 cumecs, the free board to be provided, is_________________? Read More »

Civil Engineering Mcqs, Waste Water Engineering

The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by______________________?

The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by______________________?

A. Bazin
B. Crimp and Bruges
C. William-Hazen
D. Kutter

The formula which accepts the value of rugosity coefficient n = 0.012 to be used in Manning’s formula, is given by______________________? Read More »

Civil Engineering Mcqs, Waste Water Engineering