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Entrance loss from open channel to pipe

 
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Feb11-06, 04:30 PM   #1
 

Entrance loss from open channel to pipe


Hi!

I have the following equation for the entrance loss from an open channel to a pipe, but I'm not sure how it was derived:

hloss = K*(V2^2 - V1^2)/2g

I have always seen entrance losses as: K*(V^2)/2g, but why is the channel flow velocity considered in the equation above.

Thanks, Michelle
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Apr18-11, 10:01 AM   #2
 
I think it is because the velocity in the open channel (V1) is assumed to be zero, but I am not 100% sure.
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