Abstract: A theory is presented for flow through a partial dam failure. The breach section is treated as an internal boundary condition which interrupts the continuous long wave occurring upstream and downstream of the dam. At the ...

Abstract: Mathematical models based on the Saint‐Venant equations for open channel flow often encounter serious difficulties when applied to natural channels. On the other hand, the approximate flood routing models used in practice ...

Abstract: The equation governing the concentration field for a dilute suspension of particles is presented for flow in circular and rectangular primary settling basins. The formulation is valid for two‐dimensional, mean steady, ...