Lab1_Constricted Flow_AllanLaca

Lab1_Constricted Flow_AllanLaca - 6.00 8.00 10.00 12.00...

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Unformatted text preview: 6.00 8.00 10.00 12.00 14.00 16.00 18.00 20.00 22.00 0.00 0.02 0.04 0.06 0.08 0.10 0.12 f(x) = 0.01x - 0.01 R = 0.93 f(x) = 0.01x + 0 R = 1 f(x) = 0x + 0 R = 1 Constrained Case Column D Linear Regression for Column D Column D Linear Regression for Column D Column D Linear Regression for Column D (2gDh)1/2 Flow, Q (cfs) 73.7 63.2 55 43.9 34.4 33.2 11.8 0.01 0.10 1.00 f(x) = -0.01x + 0.1 R = 0.97 f(x) = -0.01x + 0.11 R = 0.99 f(x) = -0.01x + 0.12 R = 0.95 Unconstrained Case Column D Linear Regression for Column D Column D Linear Regression for Column D Column D Linear Regression for Column D ( ) DH inches Q (cfs) 826,757 773,418 706,744 640,070 560,061 400,044 293,365 1.00E-03 1.00E-02 1.00E-01 1.00E+00 K vs RE Column G Column G Column G RE K PIPE FLOW MEASUREMENTS USING CONSTRICTION FLOWMETERS viscosity = centipoise Nozzle Opening Diameter = 0.88 inches K 310 60 73.4 0.08 19.85 826,757 6.88E-03 290 60 63.8 0.08 18.50 773,418 6.90E-03 265 60 53.9 0.07 17.01 706,744 6.86E-03 240...
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This note was uploaded on 05/22/2011 for the course CIVIL ENGI 101 taught by Professor Merrayan during the Spring '11 term at CSU San Bernardino.

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Lab1_Constricted Flow_AllanLaca - 6.00 8.00 10.00 12.00...

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