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Figure 2.5 Dividing streamline position <strong>for</strong> different flood heights TRACC/TFHRC Y2Q2 Page 17
Figure 2.6 Dividing streamline position <strong>for</strong> different flood heights TRACC/TFHRC Y2Q2 Page 18
Page 1 and 2: ANL/ESD/12-27 Energy Systems Divisi
Page 3 and 4: ANL/ESD/12-27 Computational Mechani
Page 5 and 6: List of Figures Figure 2.1: Bridge
Page 7 and 8: Figure 2.35: Two different transiti
Page 9 and 10: 1. Introduction and Objectives The
Page 11 and 12: 2. Computational Fluid Dynamics for
Page 13 and 14: flat surface assumption is good exc
Page 15 and 16: conditions from Example 1 defined i
Page 17: scour rate is initially highest nea
Page 21 and 22: 2.1.3. Resolving Issues of the Seco
Page 23 and 24: educe the rate of increase for y wh
Page 25 and 26: Design Scour Depth 0.400 0.350 0.30
Page 27 and 28: extend the impact of the findings t
Page 29 and 30: Table 2.2 Contour plots comparing C
Page 31 and 32: Figure 2.14 Comparison of CFD and P
Page 37 and 38: consistent with the lab test setup,
Page 51 and 52: RMSD area area ( V1 V2 ) n area 2
Page 53 and 54: 2. Marian Muste, Hao-Che Ho, Daniel
Page 55 and 56: Honeycomb Streamline Trumpet Unifor
Page 57 and 58: (a) Streamline trumpet transition c
Page 59 and 60: 2.6. Training and Technology Transf
Page 61: Figure 2.40: Announcement for CFD t

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