Hi,

We are modeling the flow approaching a damn with bottom discharge (simulating the turbine demand) using CFX4.3 homogeneous model. Though the water stratifies pretty nice, we found an almost calm water on the surface even at a 1000 feet distance upstream the damn. Since the result, though feasible, is not totally convincing us, we would like to have anybody's else feedback on free-surface modeling accuracy (velocity field and water level) using the homogeneous model in CFX4.3.

Comments are greatly appreciated (i.e. validation exercises, previous experiences, validation papers, etc.). Regards,

Luis

hi! please send me information about cfd

similar problem we are also modeling .. using cfx4.4 ..since its closing time for office i will write tomorrow .thanks arjun