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Model Response to Coriolis Forcing

This is an analytical test for the accuracy of coriolis force generated three-dimensional current and water surface slope.

Domain

  • Cuboid flume
  • 100,000 m length
  • 5,000 m width
  • 1 m height
  • 45 degree latitude

           Coriolis domain

Initial Conditions

  • Water depth of 1 meter

Boundary Conditions

  • No time varying boundary conditions

Results

  • Run simulation to steady state
  • Analytic solution for x direction flow
    • Assume uniform flow
    • y velocity = 0.0
    • Change in u velocity with respect to x = 0.0
    • Therefore

             Coriolis analytic solution x

      = -2.0988e-6 m/m

  • AdH computed slope = -2.154e-6

           Coriolis results elevation x

  • Analytic solution for y direction flow​
    • Run simulation to steady state
    • Assume uniform flow
    • x velocity = 0.0
    • Change in v velocity with respect to y = 0.0
    • Therefore

  Coriolis analytic solution y

    = -2.0988e-6 m/m

  • AdH computed slope = -2.000e-6

          Coriolis results elevation y

  • Velocity shows a curvature to the right which is again supported by Coriolis theory

          Coriolis results y velocity