Lab 5 - 0.78 0.55 2.29 1.94 0.71 2.94 2.48 0.76 0.76 0.5...

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0 0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0 0.5 1 1.5 2 2.5 3 rpressed sharp-crested weir and contracted sharp-crested weir versus flow from  Q0 (ft3/s) Q1 (ft3/s) Q2 (ft3/s) Flow of water from experiment Q1, Q2, Q3
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0.1 0.2 0.3 0.4 0.5 0.6 0.7 0.8 0.9 1 0 0.5 1 1.5 2 2.5 3 3.5 Velocities from calculated flow rates versus flow rate from experiment V (ft/s) V1 (ft/s) V2 (ft/s) Velocity of water from experiment V1, V2, V3
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V (ft/s) 0.84 0.84 0.76 2.56 2.13 0.9 3.05 2.54 0.82 0.82 0.7 2.47 2.07 0.85 3.02 2.52 0.79 0.79 0.6 2.34 1.97 0.76 2.96 2.49 0.78
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Unformatted text preview: 0.78 0.55 2.29 1.94 0.71 2.94 2.48 0.76 0.76 0.5 2.21 1.87 0.66 2.9 2.46 0.74 0.74 0.44 2.12 1.81 0.6 2.86 2.44 0.71 0.71 0.38 1.99 1.71 0.54 2.81 2.41 0.68 0.68 0.3 1.87 1.61 0.44 2.75 2.37 0.66 0.66 0.23 1.79 1.55 0.34 2.71 2.35 0.61 0.13 1.59 1.39 0.21 2.6 2.28 Length of Weir in ft, B: 1 H tot (ft) A (ft 2 ) = Q (ft 3 /s) Q 1 (ft 3 /s) Q 2 (ft 3 /s) V 1 (ft/s) V 2 (ft/s) 0.61...
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This note was uploaded on 06/25/2008 for the course CE 301 taught by Professor Stokoe during the Fall '08 term at University of Texas at Austin.

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Lab 5 - 0.78 0.55 2.29 1.94 0.71 2.94 2.48 0.76 0.76 0.5...

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