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What is Hydraulic Calculations for Box Culvert about?

The document outlines hydraulic calculations for a proposed box culvert structure at chainage 1246+458 in Birlanagar, Etawah, including design discharge, flood estimation, and various hydraulic parameters. Key figures include a design discharge of 16.18 Cumecs, a catchment area of 0.89 sq. km, and a bed slope of 0.00524. The calculations utilize empirical and rational formulae, as well as the area-velocity method for flood estimation.

Author

Liongroup design

Language

EN