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Computational Mechanics Research and Support for Aerodynamics ...

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Figure 2.19 Comparison of CFD <strong>and</strong> ADV velocity contour under the condition of 0D bed elevation <strong>and</strong><br />

1.1 fps <strong>for</strong> 9 inch water depth (velocity: 33.5 cm/s) ................................................................................... 35<br />

Figure 2.20 Sketch of experimental model (left) <strong>and</strong> CAD model of culvert section (right) under the<br />

situation of bed elevation at 5.4 inch ......................................................................................................... 36<br />

Figure 2.21 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.15D bed elevation <strong>and</strong><br />

1.1 fps <strong>for</strong> 4.5 inch water depth (velocity: 33.5 cm/s) ................................................................................ 37<br />

Figure 2.22 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.15D bed elevation <strong>and</strong><br />

1.1 fps <strong>for</strong> 6 inch water depth (velocity: 33.5 cm/s) ................................................................................... 38<br />

Figure 2.23 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.15D bed elevation <strong>and</strong><br />

1.1 fps <strong>for</strong> 9 inch water depth (velocity: 33.5 cm/s) ................................................................................... 39<br />

Figure 2.24 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.15D bed elevation <strong>and</strong><br />

0.71 fps <strong>for</strong> 4.5 inch water depth (velocity: 21.6 cm/s) .............................................................................. 40<br />

Figure 2.25 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.15D bed elevation <strong>and</strong><br />

0.71 fps <strong>for</strong> 6 inch water depth (velocity: 21.6 cm/s) ................................................................................. 41<br />

Figure 2.26 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.15D bed elevation <strong>and</strong><br />

0.71 fps <strong>for</strong> 9 inch water depth (velocity: 21.6 cm/s) ................................................................................. 42<br />

Figure 2.27 Sketch of experimental model (left) <strong>and</strong> CAD model of culvert section (right) under the<br />

situation of bed elevation at 10.8 inch ....................................................................................................... 43<br />

Figure 2.28 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.3D bed elevation <strong>and</strong><br />

1.1 fps <strong>for</strong> 4.5 inch water depth (velocity: 33.5 cm/s) ................................................................................ 44<br />

Figure 2.29 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.3D bed elevation <strong>and</strong><br />

1.1 fps <strong>for</strong> 6 inch water depth (velocity: 33.5 cm/s) ................................................................................... 45<br />

Figure 2.30 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.3D bed elevation <strong>and</strong><br />

1.1 fps <strong>for</strong> 9 inch water depth (velocity: 33.5 cm/s) ................................................................................... 46<br />

Figure 2.31 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.3D bed elevation <strong>and</strong><br />

0.71 fps <strong>for</strong> 4.5 inch water depth (velocity: 21.6 cm/s) .............................................................................. 47<br />

Figure 2.32 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.3D bed elevation <strong>and</strong><br />

0.71 fps <strong>for</strong> 6 inch water depth (velocity: 21.6 cm/s) ................................................................................. 48<br />

Figure 2.33 Comparison of CFD <strong>and</strong> PIV velocity contour under the condition of 0.3D bed elevation <strong>and</strong><br />

0.71 fps <strong>for</strong> 9 inch water depth (velocity: 21.6 cm/s) ................................................................................. 49<br />

Figure 2.34 A conceptual drawing of the preliminary inlet design ............................................................. 53<br />

TRACC/TFHRC Y2Q2 Page 5

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