Abstract:
The interface between the main channel and the floodplain of a compound channel is often populated by trees or buildings that normally remain
emergent during floods. This study investigates how drag on an emergent cylinder is affected by the shear flow that develops at the interface. The
experimental set-up features a circular cylinder at the interface of a straight compound channel under uniform flow conditions. The integral form of the
equation of conservation of momentum was used to calculate the magnitude and direction of the time-averaged drag force per unit submerged-length
of the cylinder. All terms were experimentally determined, except for those associated with fluid interaction with the cylinder. The same method was
also applied to a cylinder under symmetrical flow conditions. It is concluded that the existence of the shear layer leads to an asymmetrical drag force
and to a reduced drag coefficient.