A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
BRIDGE CONSTRICTIONS FOR DISCHARGE MEASUREMENT IN CHANNELS
This paper explores the possibility of using bridge constrictons for flow measurement in streams and rivers. It presents a new approach of relating the depths of flow at the nose and tail of the bridge pier with the discharge. Semi-empirical formulae relating these parameters for choked and unchoked flow conditions are proposed. The effects of shape of the pier nose and tail and length-width ratio of the pier on discharge are discussed.
BRIDGE CONSTRICTIONS FOR DISCHARGE MEASUREMENT IN CHANNELS
This paper explores the possibility of using bridge constrictons for flow measurement in streams and rivers. It presents a new approach of relating the depths of flow at the nose and tail of the bridge pier with the discharge. Semi-empirical formulae relating these parameters for choked and unchoked flow conditions are proposed. The effects of shape of the pier nose and tail and length-width ratio of the pier on discharge are discussed.
BRIDGE CONSTRICTIONS FOR DISCHARGE MEASUREMENT IN CHANNELS
Jagannadh Rao, M. V. (author) / Mallikarjuna, P. (author)
ISH Journal of Hydraulic Engineering ; 3 ; 35-49
1997-01-01
15 pages
Article (Journal)
Electronic Resource
Unknown
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