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Entrance loss from open channel to pipe |
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| Feb11-06, 04:30 PM | #1 |
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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 |
| Apr18-11, 10:01 AM | #2 |
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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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