For the analysis of flow in a water distribution network, the site engineers prefer the following head loss equation :

For the analysis of flow in a water distribution network, the site eng

1.	For the analysis of flow in a water distribution network, the site engineers prefer the following head loss equation :
A.	Darcy-Weisbach equation
B.	Chezy's equation
C.	Hazen-William's equation
D.	Manning's equation
Answer» D. Manning's equation

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For the analysis of flow in a water distribution network, the site engineers prefer the following head loss equation :

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