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.
Cite
CITATION STYLE
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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