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This document contains an assignment on open channel hydraulics. It includes: 1) Calculations to determine normal depth, critical depth, and critical slope for a trapezoidal channel given flow rate, bed slope, and roughness. 2) A table showing how backwater curve rises upstream from a weir before regaining normal depth. 3) Notes that removing the weir could endanger river bank stability and structures by lowering water levels over hundreds of meters. 4) Acknowledgement that direct step method and calc

Author

olingxjc

Language

EN