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Side Weir in Rectangular Channel
The discharge characteristics of a side weir at the head of a branch channel taking off at right angles to the main channel have been investigated. Both sharp-crested and broad-crested weirs are studied for the case of subcritical flow in the main channel. A procedure of design based on De Marchi's theory has been evolved. The De Marchi coefficient is empirically related to the Froude number at the upstream end of the weir and the ratio of the upstream depth (above the weir crest) to the length of the weir.
Side Weir in Rectangular Channel
The discharge characteristics of a side weir at the head of a branch channel taking off at right angles to the main channel have been investigated. Both sharp-crested and broad-crested weirs are studied for the case of subcritical flow in the main channel. A procedure of design based on De Marchi's theory has been evolved. The De Marchi coefficient is empirically related to the Froude number at the upstream end of the weir and the ratio of the upstream depth (above the weir crest) to the length of the weir.
Side Weir in Rectangular Channel
Ranga Raju, Kittur G. (author) / Gupta, Sushil K. (author) / Prasad, Baidyanath (author)
Journal of the Hydraulics Division ; 105 ; 547-554
2021-01-01
81979-01-01 pages
Article (Journal)
Electronic Resource
Unknown
Erratum for “Side Weir in Rectangular Channel”
| ASCE | 2021
Subcritical Flow over Rectangular Side Weir
| British Library Online Contents | 1994
Subcritical Flow over Rectangular Side Weir
| British Library Online Contents | 1995
Supercritical flow over a rectangular side weir
| Online Contents | 2003
Supercritical flow over a rectangular side weir
| British Library Online Contents | 2003