E.W.J. (Erwin) Bergsma,
T.A. (Thom) Bogaard,
Version 1 of Dataset published 2013 via TU Delft
The general flow pattern of an open channel flow, downstream of a width restriction by two artificial dams, is analysed. A physical Froude-scaled model, under hydraulic rough conditions, with a significant large Reynolds number is used to ensure turbulent flow.