File: M_HW_2.DAT Case: AG2/1000 ----------------------------------------------------------------------- Velocity distributions at cross section M (x=675mm) for different xA, measured with X-wire at circumferential position phi=0 degree. (p(y)-pwall)/qD determined using the Bernoulli equation on the outside of the boundary layer. 99. is a dummy value. ----------------------------------------------------------------------- 1.11 :Fluid density [kg/m**3] 1.65E-05 :Kinematic viscosity [m**2/s] A: Distance from the wall y [mm] B: Dimensionless velocity U/UD C: Yplus D: Uplus E: Dimensionless pressure coefficient (p(y)-pwall)/qD F: Dimensionless velocity normal to the wall V/UD G: u**2/UD**2 [-] H: v**2/UD**2 [-] I: -uv/UD**2 [-] A B C D E F G H I -100. :xA [mm] 3.282 :Wall shear stress (balance) [Pa] -0.064 :cpw [-] ************************************************** 1.200 0.6709 1.251E+02 16.56 99.000 -.003 5.54E-03 1.71E-03 1.59E-03 2.000 0.7230 2.084E+02 17.85 99.000 -.001 5.42E-03 1.64E-03 1.52E-03 3.000 0.7744 3.126E+02 19.12 99.000 -.002 5.12E-03 1.54E-03 1.51E-03 4.000 0.8135 4.169E+02 20.08 99.000 -.002 4.61E-03 1.43E-03 1.40E-03 6.000 0.8816 6.253E+02 21.76 99.000 -.004 3.76E-03 1.21E-03 1.15E-03 8.000 0.9430 8.337E+02 23.28 99.000 -.001 2.57E-03 9.16E-04 7.75E-04 10.000 0.9814 1.042E+03 24.23 99.000 -.002 1.65E-03 6.19E-04 5.09E-04 15.000 1.0303 1.563E+03 25.43 99.000 0.002 8.26E-05 8.32E-05 3.07E-05 20.000 1.0292 2.084E+03 25.41 0.004 0.002 2.12E-05 1.58E-05 3.56E-06 25.000 1.0291 2.605E+03 25.40 0.005 0.002 1.80E-05 1.20E-05 3.42E-06 30.000 1.0329 3.126E+03 25.50 -0.003 0.001 1.58E-05 2.62E-05 4.18E-06 35.000 1.0356 3.647E+03 25.56 -0.009 0.000 1.75E-05 4.23E-05 3.74E-06 40.000 1.0326 4.169E+03 25.49 -0.003 -.001 2.02E-05 6.86E-05 1.04E-05 0. :xA [mm] 2.213 :Wall shear stress (balance) [Pa] 0.067 :cpw [-] ************************************************** 1.200 0.5457 1.027E+02 16.41 99.000 0.001 6.50E-03 2.12E-03 1.88E-03 2.000 0.6094 1.711E+02 18.32 99.000 0.004 6.37E-03 1.87E-03 1.72E-03 3.000 0.6645 2.567E+02 19.98 99.000 0.009 6.41E-03 1.65E-03 1.61E-03 4.000 0.7116 3.423E+02 21.39 99.000 0.010 5.77E-03 1.65E-03 1.60E-03 6.000 0.7852 5.134E+02 23.61 99.000 0.021 4.47E-03 1.41E-03 1.25E-03 8.000 0.8461 6.846E+02 25.44 99.000 0.026 3.43E-03 1.11E-03 9.99E-04 10.000 0.8922 8.557E+02 26.82 99.000 0.037 2.26E-03 8.25E-04 7.08E-04 15.000 0.9664 1.284E+03 29.05 99.000 0.057 2.52E-04 1.64E-04 7.81E-05 20.000 0.9791 1.711E+03 29.43 -0.031 0.073 2.90E-05 2.21E-05 6.27E-06 25.000 0.9873 2.139E+03 29.68 -0.049 0.088 1.80E-05 1.32E-05 1.47E-06 30.000 0.9951 2.567E+03 29.92 -0.069 0.108 1.78E-05 1.78E-05 3.01E-06 35.000 1.0087 2.995E+03 30.32 -0.101 0.130 1.86E-05 3.03E-05 3.44E-06 40.000 1.0270 3.423E+03 30.87 -0.145 0.155 2.72E-05 5.89E-05 1.55E-05 50. :xA [mm] 0.664 :Wall shear stress (balance) [Pa] 0.280 :cpw [-] ************************************************** 2.000 0.3352 9.375E+01 18.40 99.000 0.008 7.19E-03 2.27E-03 1.66E-03 3.000 0.3847 1.406E+02 21.11 99.000 0.014 8.08E-03 2.71E-03 2.03E-03 4.000 0.4397 1.875E+02 24.13 99.000 0.017 8.27E-03 2.50E-03 1.87E-03 6.000 0.5232 2.812E+02 28.71 99.000 0.031 8.05E-03 2.15E-03 1.66E-03 8.000 0.5987 3.750E+02 32.86 99.000 0.045 7.04E-03 1.78E-03 1.49E-03 10.000 0.6574 4.687E+02 36.08 99.000 0.059 5.43E-03 1.52E-03 1.25E-03 15.000 0.7770 7.031E+02 42.64 99.000 0.092 2.51E-03 7.01E-04 5.52E-04 20.000 0.8327 9.375E+02 45.70 99.000 0.121 3.35E-04 1.87E-04 7.76E-05 25.000 0.8383 1.172E+03 46.01 -0.004 0.146 2.28E-05 2.49E-05 3.75E-06 30.000 0.8367 1.406E+03 45.92 -0.009 0.171 1.39E-05 1.19E-05 6.53E-07 35.000 0.8346 1.641E+03 45.80 -0.017 0.200 1.14E-05 1.19E-05 9.43E-07 40.000 0.8371 1.875E+03 45.94 -0.035 0.233 1.42E-05 1.48E-05 2.09E-06 100. :xA [mm] 0.235 :Wall shear stress (balance) [Pa] 0.383 :cpw [-] ************************************************** 6.000 0.2910 1.673E+02 26.85 99.000 0.005 6.22E-03 2.36E-03 1.38E-03 8.000 0.3547 2.231E+02 32.72 99.000 0.010 7.07E-03 2.38E-03 1.55E-03 10.000 0.4242 2.789E+02 39.13 99.000 0.015 7.60E-03 2.28E-03 1.55E-03 15.000 0.5703 4.183E+02 52.61 99.000 0.031 5.55E-03 1.63E-03 1.11E-03 20.000 0.6811 5.577E+02 62.83 99.000 0.043 2.84E-03 8.81E-04 4.54E-04 25.000 0.7364 6.972E+02 67.94 99.000 0.055 8.67E-04 3.29E-04 7.97E-05 30.000 0.7444 8.366E+02 68.67 0.059 0.060 6.20E-05 5.00E-05 8.23E-06 35.000 0.7288 9.760E+02 67.23 0.082 0.062 1.71E-05 1.25E-05 1.50E-06 40.000 0.7105 1.115E+03 65.55 0.108 0.060 1.26E-05 6.90E-06 9.80E-07 200. :xA [mm] 0.434 :Wall shear stress (balance) [Pa] 0.447 :cpw [-] ************************************************** 6.000 0.2830 2.273E+02 19.22 99.000 -.005 4.67E-03 1.87E-03 1.56E-03 8.000 0.3283 3.030E+02 22.30 99.000 -.008 5.48E-03 2.15E-03 1.71E-03 10.000 0.3793 3.788E+02 25.76 99.000 -.009 6.47E-03 2.33E-03 2.13E-03 15.000 0.5187 5.682E+02 35.23 99.000 -.009 5.39E-03 1.98E-03 1.82E-03 20.000 0.6462 7.576E+02 43.89 99.000 -.010 3.10E-03 1.05E-03 9.46E-04 25.000 0.7327 9.470E+02 49.76 99.000 -.007 5.70E-04 3.66E-04 1.79E-04 30.000 0.7506 1.136E+03 50.98 99.000 -.005 6.31E-05 8.68E-05 2.75E-05 35.000 0.7504 1.326E+03 50.96 -0.010 -.005 1.97E-05 2.36E-05 6.35E-06 40.000 0.7503 1.515E+03 50.96 -0.010 -.005 1.52E-05 1.31E-05 3.62E-06 300. :xA [mm] 0.646 :Wall shear stress (balance) [Pa] 0.489 :cpw [-] ************************************************** 1.200 0.2466 5.547E+01 13.72 99.000 -.001 2.98E-03 6.51E-04 4.99E-04 2.000 0.2672 9.246E+01 14.87 99.000 -.001 3.26E-03 8.72E-04 5.80E-04 3.000 0.2782 1.387E+02 15.48 99.000 0.000 3.56E-03 1.17E-03 7.92E-04 4.000 0.2961 1.849E+02 16.48 99.000 -.002 3.98E-03 1.42E-03 1.03E-03 6.000 0.3299 2.774E+02 18.36 99.000 -.004 4.83E-03 1.89E-03 1.50E-03 8.000 0.3636 3.698E+02 20.23 99.000 -.004 5.53E-03 2.13E-03 1.70E-03 10.000 0.4056 4.623E+02 22.57 99.000 -.007 5.92E-03 2.25E-03 1.92E-03 15.000 0.5147 6.934E+02 28.64 99.000 -.008 6.22E-03 2.15E-03 2.06E-03 20.000 0.6225 9.246E+02 34.64 99.000 -.006 4.03E-03 1.28E-03 1.26E-03 25.000 0.7072 1.156E+03 39.36 99.000 -.006 8.08E-04 5.09E-04 3.15E-04 30.000 0.7192 1.387E+03 40.02 99.000 -.004 1.24E-04 1.18E-04 4.01E-05 35.000 0.7199 1.618E+03 40.06 -0.007 -.003 5.02E-05 4.52E-05 1.17E-05 40.000 0.7193 1.849E+03 40.03 -0.006 -.003 3.07E-05 2.26E-05 4.72E-06