A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Experimental Investigation of Flow Over Side Weirs
Observations at numerous cross sections in a side weir channel showed that the total energy of flow decreases substantially along the channel, contrary to the assumption that has frequently been made. The decrease in total energy occurs because the longitudinal component of velocity of the spill flow is greater than the longitudinal velocity of the flow remaining in the channel. A satisfactory flow equation is derived from momentum principles and this is further developed into a computer technique for calculating flow profiles and spill discharges for side weirs.
Experimental Investigation of Flow Over Side Weirs
Observations at numerous cross sections in a side weir channel showed that the total energy of flow decreases substantially along the channel, contrary to the assumption that has frequently been made. The decrease in total energy occurs because the longitudinal component of velocity of the spill flow is greater than the longitudinal velocity of the flow remaining in the channel. A satisfactory flow equation is derived from momentum principles and this is further developed into a computer technique for calculating flow profiles and spill discharges for side weirs.
Experimental Investigation of Flow Over Side Weirs
El-Khashab, Ahmed (author) / Smith, Kenneth V. H. (author)
Journal of the Hydraulics Division ; 102 ; 1255-1268
2021-01-01
141976-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Experimental Investigation of Flow over Side Weirs along 90 Curved Channel
| British Library Conference Proceedings | 1995