Solved
Partially filled pipe flow
- February 5, 2011
- 2 replies
- 8189 views
I constructed the attached worksheet for partially full open channel flow in a pipe using the Manning's and Colebrook-White equation, the problem is that the calculation proceeds as would be expected if the pipe diameter is 2 m but if one changes the diameter to be small or bigger than 2 m (change the highlighted yellow value) then the whole calculation gives very unexpected results and in some cases division by zero errors. Can some of the more learned users examine this worksheet and explain to me why this is the case?
Thanking you in advance.
Kind regards, Mark Buckton
