vcloarec
Civil/Environmental
- Mar 19, 2008
- 3
Hello,
I need to integrate a head loss created by a 90° direction change in a unsteady flow model.
I don't see any solution ...
I have think to put a head loss coefficient on a cross section but i can't in unsteady flow. (Headloss = k(v2/2g))
Any body can help me ??
I need to integrate a head loss created by a 90° direction change in a unsteady flow model.
I don't see any solution ...
I have think to put a head loss coefficient on a cross section but i can't in unsteady flow. (Headloss = k(v2/2g))
Any body can help me ??