Q: The flow through bridge opening is a function of hydraulic properties, fluid characteristics and channel geometries as follows: ACh. ho. B, Va, ha, huP.H.g) = 0 Where h, is the bridge deck thickness, h, is the hridge deck height, B is the bridge opening, Va is the downstream velocity, ha is the downstream water level, h, is the upstream water level, p is the mass density, u is the water dynamic viscosity and g is the gravitational acceleration. Use Buckingham z theorem to express the dimensionless terms through the ahovementioned variables.

Structural Analysis
6th Edition
ISBN:9781337630931
Author:KASSIMALI, Aslam.
Publisher:KASSIMALI, Aslam.
Chapter2: Loads On Structures
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Q: The flow through bridge opening is a function of hydraulic properties, fluid
characteristics and channel geometries as follows:
ACh, ho, B, Va, hạ, hP.H. g) = 0
Where h, is the bridge deck thickness, h, is the hridge deck height, B is the bridge
opening, Va is the downstream velocity, ha is the downstream water level, h, is the
upstream water level, p is the mass density, u is the water dynamic viscosity and g is
the gravitational acceleration.
Use Buckingham z theorem to express the dimensionless terms through the
ahovementioned variables.
Transcribed Image Text:Q: The flow through bridge opening is a function of hydraulic properties, fluid characteristics and channel geometries as follows: ACh, ho, B, Va, hạ, hP.H. g) = 0 Where h, is the bridge deck thickness, h, is the hridge deck height, B is the bridge opening, Va is the downstream velocity, ha is the downstream water level, h, is the upstream water level, p is the mass density, u is the water dynamic viscosity and g is the gravitational acceleration. Use Buckingham z theorem to express the dimensionless terms through the ahovementioned variables.
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