Modeling 3D Supercritical Flow with Extended Shallow-Water Approach

Susanne Krüger, Peter Rutschmann

Research output: Contribution to journalArticlepeer-review

16 Scopus citations

Abstract

Despite the three-dimensional (3D) nature of the flow, the classical shallow-water equations are often used to simulate supercritical flow in channel transitions. A closer comparison with experimental data, however, often shows large discrepancies in the height and pattern of the shock waves that increase with the Froude number. An extension to the classical shallow-water approach is derived considering higher-order distribution functions for pressure and horizontal and vertical velocities, therefore taking nonhydrostatic pressure distribution and vertical momentum into account. The approach is applied to highly supercritical flow in a channel contraction (F0 =4.0), a channel junction (F0 ≈4.5 for both branches), and a channel expansion (F0 =8.0). Specific problems of such flows-wetting and drying of computational cells and wave breaking due to steep free-surface gradients-are discussed and solved numerically. The solutions with the extended approach are compared both with experimental data and classical shallow-water computations, and the influence of the additional terms considering the 3D nature of such flows is illustrated.

Original languageEnglish
Pages (from-to)916-926
Number of pages11
JournalJournal of Hydraulic Engineering
Volume132
Issue number9
DOIs
StatePublished - 2006
Externally publishedYes

Keywords

  • Computational fluid dynamics technique
  • Finite element method
  • Shallow water
  • Shock waves
  • Supercritical flow
  • Three-dimensional models

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