- #1
miriza
- 3
- 0
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
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