Computation of Normal and Critical Depths in Parabolic Cross Sections

  • Achour B
  • Khattaoui M
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Abstract

With a suitable non-dimensionalization, the available charts for normal depth computation in parabolic sections are reduced to a single dimensionless curve when either Manning's or Chezy's resistance equation is used. Moreover, simple approximate solutions are presented to compute normal depth with a quite adequate degree of accuracy. Upon rearranging the critical-flow criterion equation, relevant explicit relationships are derived for this state of flow. The procedure of normal and critical depths calculation is clearly described through some examples.

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Achour, B., & Khattaoui, M. (2008). Computation of Normal and Critical Depths in Parabolic Cross Sections. The Open Civil Engineering Journal, 2(1), 9–14. https://doi.org/10.2174/1874149500802010009

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