Introduction

  • HEC-RAS -> hydraulic inputs
  • Flow regime: river bed
  • Steady and unsteady flow

Sinusoidal bed

  • Rectangular
  • Wdith 100 m
  • Length 3750 m
  • Interval 50 m
  • n = 0.025
  • Q = 20 cumec
  • Bed profile = Amp * cos(pi() * dist/625)
  • Amplitude = 0.94
  • Downstream boundary = Amplitude + 0.3

  • Flow regime: Subcritical

Assignment

  • Objective
  • Given data
  • Sample calculation
  • Graphs
  • Profile output table
  • Questions
  • Follow the 7 points
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