A platform for research: civil engineering, architecture and urbanism
Dynamical adjustment of two streams past their confluence
We consider the dynamic adjustment between two streams past their confluence. Lateral mixing is ignored because it is significant only on longer distances. The theory predicts an exponential decay of the difference between the two stream velocities, starting from the point of confluence. Velocity equalization proceeds with the Bernoulli function of each stream decreasing under the action of bottom friction, more so for the faster flow than for the slower flow. The faster stream slows down and, to conserve flowrate, expands laterally, thus squeezing the slower stream, which accelerates, to conserve its flowrate. Thus, the faster stream decelerates while the slower stream accelerates, and the line demarcating the two streams migrates laterally toward the side of the lower velocity. This proceeds until both stream achieve equal velocities. Agreement between theory and data from both laboratory experiments and numerical simulations confirms that lateral mixing is not the mechanism controlling velocity equalization.
Dynamical adjustment of two streams past their confluence
We consider the dynamic adjustment between two streams past their confluence. Lateral mixing is ignored because it is significant only on longer distances. The theory predicts an exponential decay of the difference between the two stream velocities, starting from the point of confluence. Velocity equalization proceeds with the Bernoulli function of each stream decreasing under the action of bottom friction, more so for the faster flow than for the slower flow. The faster stream slows down and, to conserve flowrate, expands laterally, thus squeezing the slower stream, which accelerates, to conserve its flowrate. Thus, the faster stream decelerates while the slower stream accelerates, and the line demarcating the two streams migrates laterally toward the side of the lower velocity. This proceeds until both stream achieve equal velocities. Agreement between theory and data from both laboratory experiments and numerical simulations confirms that lateral mixing is not the mechanism controlling velocity equalization.
Dynamical adjustment of two streams past their confluence
Cushman-Roisin, Benoit (author) / Constantinescu, George S. (author)
Journal of Hydraulic Research ; 58 ; 305-313
2020-02-23
9 pages
Article (Journal)
Electronic Resource
Unknown
Hydrodynamic Flow Modeling at Confluence of Two Streams
Online Contents | 1996
|Geometrical Characterization of Sediment Deposits at the Confluence of Mountain Streams
DOAJ | 2018
|Analysis of formation of floods downstream from the confluence of two streams
Online Contents | 1996
|Analysis of formation of floods downstream from the confluence of two streams
Springer Verlag | 1996
|Analysis of Formation of Floods Downstream from the Confluence of Two Streams
British Library Online Contents | 1996
|