The role that the velocity-distribution correction factor plays in the determination of the flood discharge and corresponding flow depth behind a partially breached dam is investigated. Assumption of a uniformly progressive flow for an established dam-break flood in a rectangular channel of infinite extent leads to the formulation of a theoretical relation between the depth and velocity of flow expressed in differential form. Integrating this ordinary differential equation, one can express the velocity in terms of the depth.
Additional publication details
DISCHARGE AND DEPTH BEHIND A PARTIALLY BREACHED DAM.
New York, NY, USA
Hydraulic Engineering, Proceedings of the 1987 National Conference.