A double layer-averaged model for dam-break flows over mobile bed

Ji Li, Zhixian Cao*, Gareth Pender, Qingquan Liu

*Corresponding author for this work

Research output: Contribution to journalArticlepeer-review

61 Citations (Scopus)

Abstract

Dam-break flows over mobile bed are often sharply stratified, comprising a bedload sediment-laden layer and an upper clear-water layer. Double layer-averaged (DL) models are attractive for modelling such flows due to the balance between the computing cost and the ability to represent stratification. However, existing DL models are oversimplified as sediment concentration in the sediment-laden layer is presumed constant, which is not generally justified. Here a new DL model is presented, explicitly incorporating the sediment mass conservation law in lieu of the assumption of constant sediment concentration. The two hyperbolic systems of the governing equations for the two layers are solved separately and simultaneously. The new model is demonstrated to agree with the experimental measurements of instant and progressive dam-break floods better than a simplified double layer-averaged model and a single layer-averaged model. It shows promise for applications to sharply stratified sediment-laden flows over mobile bed.

Original languageEnglish
Pages (from-to)518-534
Number of pages17
JournalJournal of Hydraulic Research/De Recherches Hydrauliques
Volume51
Issue number5
DOIs
Publication statusPublished - 1 Oct 2013
Externally publishedYes

Keywords

  • Dam break
  • Flood
  • Layer-averaged model
  • Sediment-laden flow
  • Shallow flow

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