Abstract: Analysis is performed to predict the maximum and equilibrium heights‐of‐rise for vertical round jets discharged into a linearly stratified crossflow. Approximate relations for minimum dilution at the maximum height of rise ...

Abstract: An inspection of the original study that developed the rating equations for Parshall flumes indicates that the calibration tests were not conducted for as low of flows as currently recommended for their use. An experimental ...

Abstract: Deep storage tunnels are an alternative to mitigate combined sewer overflows, but they may develop transient flow problems during rapid filling conditions. Such issues include excessive surges, formation of pipe-filling ...

Abstract: The movement of precipitation through the upper layers of a waste landfill may be described by a variably saturated flow model based on Darcy's equation. Such a model predicts moisture transport through clay liners for a ...

Abstract: A two dimensional buoyant jet, discharged vertically into a stratified fluid with no crossflow, is considered. Simple equations are developed with dimensional analysis to predict the location and concentration of effluent ...

Abstract: Below-grade storage tunnels in stormwater systems are usually designed to operate in a free-surface flow regime. However, intense rain events may trigger flow regime transition to pressurized flow, which results in operational ...