Research Article

Validation of Depth-Averaged Flow Model Using Flat-Bottomed Benchmark Problems

Table 1

Benchmark problems of shallow water flow.

Benchmark problemsGeometryMain concerns and issuesFrequently referred sources for comparison or recent contributions

Bend flowMeandering channel(i) Velocity acceleration by centrifugal force  
(ii) Superelevation of water surface level  
(iii) Secondary current
(i) Rozovskii [12]
(ii) de Vriend [13]
(iii) Odgaard [14]
(iv) Seo et al. [15]

Discontinuity propagationCircular cylinder(i) Shock-capturing property  
(ii) Time evolution of subsequent wave  
(iii) Preservation of symmetry  
(iv) Mass conservation  
(v) Test for lack of oscillations
(i) Alcrudo and Garcia-Navarro [16]
(ii) Mingham and Causon [17]
(iii) Erduran et al. [18]

Side cavitySide pocket with square domain(i) Generation of corner vortex  
(ii) Intensity of vortices according to Re  
(iii) Velocity profiles along the center lines
(i) Ghia et al. [19]
(ii) Botella and Peyret [20]
(iii) Bruneau and Saad [21]

Supercritical flow(i) A channel with deflected wall
(ii) Converging channel
(i) Reproduction of oblique standing wave  
(ii) Resolution of discontinuity without oscillation  
(iii) Quantitative comparisons with analytic solutions  
(i) Ippen and Dawson [22]
(ii) Zhao et al. [23]
(iii) Caleffi et al. [24]
(iv) Lai et al. [25]

Merging flowConfluent channel(i) Magnitude of contracted flow  
(ii) Range of recirculation zone  
(iii) Flow behavior by junction angle
(i) Weber et al. [26]
(ii) Liu et al. [27]
(iii) Thanh et al. [28]
(iv) Song et al. [5]

External flowRectangular channel with airfoil or cylinder(s)(i) Reduction of drag force  
(ii) St number of vortex street under low Re  
(iii) Analysis of bow wave and separation angle
(i) Dennis and Chang [29]
(ii) Braza et al. [30]
(iii) Yulistiyanto et al. [31]
(iv) Seo and Song [4]

Flow over uneven bottom or through nonprismatic channelA channel with bump/weir or continuously varying width(i) Treatment of source terms  
(ii) Flow characteristic near transition  
(iii) Quantitative comparisons with analytic solutions
(i) Bermudez and Vazquez [32]
(ii) MacDonald [8]
(iii) Zhou et al. [33]

Transcritical flowRectangular domain with discontinuous initial condition(i) Check for proper imposition of boundary conditions  
(ii) Flow over wet/dry bed  
(iii) Shock-capturing property  
(iv) Formation of the advancing front and the depressive wave  
(v) Test for lack of oscillations
(i) Katopodes and Strelkoff [34]
(ii) Fennema and Chaudhry [35]
(iii) Fraccarollo and Toro [36]

Wet/dry(i) A channel with linearly varying bottom slope
(ii) Parabola basin
(i) Capturing the advancing/receding wetting front  
(ii) Mass conservation  
(iii) Extension to flood inundation model
(i) Thacker [37]
(ii) Balzano [38]
(iii) Oey [39]