Keywords: BRIDGES
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Journal Articles
Proceedings of the Institution of Civil Engineers - Water Maritime and Energy (1999) 136 (2): 67–75.
Published: 01 June 1999
... to the equilibrium scour condition and the corresponding design formula for estimation of maximum scour depth is also proposed for given ¯ow, sediment and pier conditions. The computed values of maximum scour depth showed adequate and safe estimation for bridge pier foundations. Keywords: hydraulics & hydrodynamics...
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