Abstract: A theory is developed that is shown to give good prediction of the head‐discharge relationships for two designs of vortex drop structures. The first design is the widely used spiral guide wall design, and it is shown that ...

Abstract: Hydrologic modeling of the responses of two study watersheds to climate change is presented. The watersheds are the Upper Campbell and the Illecillewaet watersheds located in British Columbia. The first is a maritime ...

Abstract: Data from the Seymour River watershed in southwestern British Columbia were used to develop a 24-h design storm for the coastal region. The study showed that there is only a small variation in the time distribution of the ...

Abstract: A bank‐stability analysis is incorporated into an analytical procedure for modeling the hydraulic geometry of an alluvial gravel‐bed channel. The new analysis includes a procedure that calculates the mean bed and bank shear ...

Abstract: An analytical model is developed to determine the influence of the bank stability on the stable width and depth of alluvial gravel-bed rivers with cohesive banks. The formulation of the model is based on the assumption ...