hydro lab 2 charts

hydro lab 2 charts - Qa Cd Re 0.62 0.69 26127 0.5 0.69...

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Sharp Edged Orifice Trial mass of water (kg) collection time (sec) H_o (m) _a(X10^-4 m^3/se Re 1 12 57 0.38 2.48 26127 2 12 68 0.25 2.02 21248 3 12 65 0.27 2.01 22000 4 12 58 0.37 2.46 25859 5 12 60 0.33 2.31 24301 6 12 76 0.24 1.99 20905 Re-Entrant Orifice Trial mass of water (kg) collection time (sec) H_o (m) _a(X10^-4 m^3/se Re 1 12 34.8 0.37 3.56 31166 2 12 37 0.34 3.43 29957 3 12 38 0.3 3.2 28015 4 12 39.2 0.28 3.1 27101 5 12 42.9 0.23 2.85 24909 6 12 44.6 0.21 2.7 23597 0.6 0.65 0.7 0.75 0.8 0.85 0.9 0.95 1 1.05 0 5000 10000 15000 20000 25000 30000 35000 Cd vs. Re Scatter Chart Column L Cd Re
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Ho^1/2
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Unformatted text preview: Qa Cd Re 0.62 0.69 26127 0.5 0.69 21248 0.52 0.66 22000 0.61 0.69 25859 0.57 0.69 24301 0.49 0.69 20905 0.61 1 31166 0.58 1 29957 0.54 1 28015 0.53 1 27101 0.48 1 24909 0.46 1 23597 0.44 0.46 0.48 0.5 0.52 0.54 0.56 0.58 0.6 0.62 0.64 f(x) = 0x + 0 Coefficient of Discharge Graph Column J Linear Regres-sion for Column J Ho^1/2 (m^1/2) Qa (m^3/s)...
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This note was uploaded on 07/07/2011 for the course CWR 3201 taught by Professor Thieke during the Spring '08 term at University of Florida.

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hydro lab 2 charts - Qa Cd Re 0.62 0.69 26127 0.5 0.69...

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