File: M_HW_1.DAT Case: AG1/1000 ----------------------------------------------------------------------- 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] 3.273 :Wall shear stress (balance) [Pa] -0.063 :cpw [-] ************************************************** 1.200 0.6643 1.249E+02 16.42 99.000 -.005 5.16E-03 1.90E-03 1.48E-03 1.500 0.6901 1.561E+02 17.06 99.000 -.005 5.38E-03 1.86E-03 1.61E-03 2.000 0.7257 2.081E+02 17.94 99.000 -.007 5.28E-03 1.79E-03 1.38E-03 2.500 0.7493 2.602E+02 18.52 99.000 -.005 5.12E-03 1.77E-03 1.47E-03 3.000 0.7734 3.122E+02 19.12 99.000 -.007 4.81E-03 1.70E-03 1.36E-03 3.500 0.8003 3.642E+02 19.78 99.000 -.006 4.72E-03 1.65E-03 1.36E-03 4.000 0.8161 4.163E+02 20.17 99.000 -.004 4.41E-03 1.58E-03 1.26E-03 5.000 0.8525 5.204E+02 21.07 99.000 -.003 4.10E-03 1.41E-03 1.19E-03 6.000 0.8876 6.244E+02 21.94 99.000 -.005 3.35E-03 1.26E-03 1.05E-03 7.000 0.9190 7.285E+02 22.72 99.000 -.004 2.83E-03 1.16E-03 9.21E-04 8.000 0.9436 8.326E+02 23.33 99.000 -.005 2.37E-03 1.07E-03 7.99E-04 9.000 0.9680 9.366E+02 23.93 99.000 -.004 1.89E-03 8.02E-04 6.01E-04 10.000 0.9863 1.041E+03 24.38 99.000 -.003 1.35E-03 6.55E-04 4.57E-04 12.500 1.0208 1.301E+03 25.23 99.000 -.003 4.18E-04 2.48E-04 1.35E-04 15.000 1.0315 1.561E+03 25.50 -0.001 -.001 7.10E-05 7.27E-05 1.54E-05 20.000 1.0317 2.081E+03 25.50 -0.002 0.001 2.44E-05 1.85E-05 3.41E-06 25.000 1.0325 2.602E+03 25.52 -0.003 0.001 1.84E-05 1.22E-05 2.44E-06 30.000 1.0307 3.122E+03 25.48 0.000 0.000 1.86E-05 2.50E-05 2.68E-06 35.000 1.0317 3.642E+03 25.50 -0.002 -.001 2.11E-05 3.89E-05 3.21E-06 40.000 1.0310 4.163E+03 25.49 0.000 -.002 2.29E-05 8.27E-05 2.85E-06 0. :xA [mm] 2.281 :Wall shear stress (balance) [Pa] 0.059 :cpw [-] ************************************************** 1.200 0.5517 1.043E+02 16.34 99.000 -.003 5.45E-03 2.11E-03 1.48E-03 1.500 0.5853 1.303E+02 17.33 99.000 -.003 5.95E-03 2.17E-03 1.53E-03 2.000 0.6170 1.738E+02 18.27 99.000 0.001 6.12E-03 1.95E-03 1.64E-03 3.000 0.6740 2.606E+02 19.96 99.000 0.004 5.81E-03 1.79E-03 1.53E-03 4.000 0.7179 3.475E+02 21.26 99.000 0.008 5.25E-03 1.83E-03 1.41E-03 6.000 0.7913 5.213E+02 23.43 99.000 0.017 4.27E-03 1.55E-03 1.24E-03 8.000 0.8491 6.950E+02 25.14 99.000 0.026 3.21E-03 1.22E-03 9.55E-04 10.000 0.9012 8.688E+02 26.69 99.000 0.031 2.09E-03 8.11E-04 5.81E-04 15.000 0.9765 1.303E+03 28.92 99.000 0.052 2.18E-04 1.48E-04 5.49E-05 20.000 0.9867 1.738E+03 29.22 -0.037 0.069 2.89E-05 2.29E-05 2.33E-06 25.000 0.9929 2.172E+03 29.40 -0.052 0.086 1.82E-05 1.33E-05 1.26E-06 30.000 1.0022 2.606E+03 29.68 -0.075 0.107 1.51E-05 1.82E-05 3.48E-07 35.000 1.0165 3.041E+03 30.10 -0.109 0.132 1.68E-05 2.35E-05 2.46E-06 40.000 1.0357 3.475E+03 30.67 -0.158 0.163 2.24E-05 5.29E-05 8.71E-06 50. :xA [mm] 1.185 :Wall shear stress (balance) [Pa] 0.236 :cpw [-] ************************************************** 1.300 0.3737 8.141E+01 15.35 99.000 -.001 5.87E-03 1.97E-03 1.37E-03 1.500 0.3873 9.393E+01 15.91 99.000 0.000 6.04E-03 2.04E-03 1.54E-03 2.000 0.4187 1.252E+02 17.20 99.000 0.000 6.70E-03 2.19E-03 1.59E-03 3.000 0.4719 1.879E+02 19.39 99.000 0.004 7.15E-03 2.24E-03 1.70E-03 4.000 0.5181 2.505E+02 21.28 99.000 0.008 7.26E-03 1.97E-03 1.66E-03 6.000 0.6003 3.757E+02 24.66 99.000 0.015 6.64E-03 1.84E-03 1.46E-03 8.000 0.6707 5.010E+02 27.55 99.000 0.023 5.26E-03 1.57E-03 1.14E-03 10.000 0.7314 6.262E+02 30.05 99.000 0.030 4.07E-03 1.22E-03 8.85E-04 15.000 0.8368 9.393E+02 34.38 99.000 0.050 1.26E-03 5.21E-04 2.70E-04 20.000 0.8667 1.252E+03 35.61 99.000 0.068 8.64E-05 9.55E-05 2.70E-05 25.000 0.8648 1.566E+03 35.53 0.009 0.083 1.61E-05 1.26E-05 1.18E-06 30.000 0.8544 1.879E+03 35.10 0.024 0.099 1.15E-05 9.08E-06 9.64E-07 35.000 0.8455 2.192E+03 34.74 0.035 0.117 1.39E-05 1.16E-05 1.86E-06 40.000 0.8369 2.505E+03 34.38 0.044 0.138 9.49E-06 1.28E-05 6.16E-07 100. :xA [mm] 0.994 :Wall shear stress (balance) [Pa] 0.319 :cpw [-] ************************************************** 1.200 0.3082 6.882E+01 13.82 99.000 -.004 4.09E-03 1.32E-03 9.32E-04 1.500 0.3225 8.603E+01 14.47 99.000 -.004 4.35E-03 1.60E-03 1.13E-03 2.000 0.3405 1.147E+02 15.27 99.000 -.004 4.70E-03 1.81E-03 1.22E-03 3.000 0.3778 1.721E+02 16.95 99.000 -.005 5.26E-03 2.04E-03 1.45E-03 4.000 0.4100 2.294E+02 18.39 99.000 -.005 5.75E-03 2.12E-03 1.50E-03 6.000 0.4837 3.441E+02 21.70 99.000 -.002 6.21E-03 2.18E-03 1.53E-03 8.000 0.5576 4.588E+02 25.01 99.000 -.001 5.82E-03 2.01E-03 1.45E-03 10.000 0.6232 5.735E+02 27.95 99.000 0.001 5.00E-03 1.94E-03 1.34E-03 15.000 0.7475 8.603E+02 33.53 99.000 0.007 2.40E-03 8.55E-04 4.91E-04 20.000 0.8124 1.147E+03 36.44 99.000 0.013 3.88E-04 2.43E-04 4.94E-05 25.000 0.8204 1.434E+03 36.80 0.007 0.017 2.51E-05 3.32E-05 2.26E-06 30.000 0.8137 1.721E+03 36.50 0.018 0.019 1.18E-05 9.78E-06 9.31E-07 35.000 0.8080 2.007E+03 36.24 0.027 0.019 1.37E-05 8.11E-06 1.80E-06 40.000 0.8000 2.294E+03 35.88 0.040 0.018 1.26E-05 8.26E-06 1.58E-06 200. :xA [mm] 1.173 :Wall shear stress (balance) [Pa] 0.359 :cpw [-] ************************************************** 1.200 0.3606 7.476E+01 14.89 99.000 -.005 3.18E-03 9.92E-04 6.85E-04 1.500 0.3680 9.345E+01 15.20 99.000 -.006 3.11E-03 1.08E-03 7.69E-04 2.000 0.3865 1.246E+02 15.96 99.000 -.004 3.35E-03 1.20E-03 8.89E-04 3.000 0.4122 1.869E+02 17.02 99.000 -.004 3.77E-03 1.48E-03 1.08E-03 4.000 0.4374 2.492E+02 18.06 99.000 -.005 3.93E-03 1.64E-03 1.25E-03 6.000 0.4891 3.738E+02 20.20 99.000 -.007 4.56E-03 1.89E-03 1.46E-03 8.000 0.5434 4.984E+02 22.44 99.000 -.007 4.88E-03 1.94E-03 1.53E-03 10.000 0.6030 6.230E+02 24.90 99.000 -.009 4.62E-03 1.95E-03 1.58E-03 15.000 0.7325 9.345E+02 30.25 99.000 -.010 2.01E-03 8.91E-04 5.43E-04 20.000 0.7993 1.246E+03 33.00 99.000 -.005 2.66E-04 2.35E-04 6.44E-05 25.000 0.8059 1.558E+03 33.28 -0.008 -.004 3.23E-05 3.49E-05 2.68E-06 30.000 0.8055 1.869E+03 33.26 -0.007 -.003 1.63E-05 1.27E-05 1.45E-06 35.000 0.8058 2.181E+03 33.27 -0.008 -.004 1.32E-05 9.14E-06 8.08E-07 40.000 0.8052 2.492E+03 33.25 -0.007 -.004 1.20E-05 7.27E-06 5.99E-07 300. :xA [mm] 1.352 :Wall shear stress (balance) [Pa] 0.378 :cpw [-] ************************************************** 1.200 0.4002 8.026E+01 15.39 99.000 -.005 3.23E-03 1.05E-03 7.27E-04 1.500 0.4148 1.003E+02 15.95 99.000 -.004 3.37E-03 1.02E-03 7.88E-04 2.000 0.4307 1.338E+02 16.57 99.000 -.003 3.43E-03 1.14E-03 8.87E-04 3.000 0.4582 2.007E+02 17.62 99.000 -.005 3.47E-03 1.34E-03 9.87E-04 4.000 0.4804 2.675E+02 18.48 99.000 -.004 3.82E-03 1.48E-03 1.09E-03 6.000 0.5286 4.013E+02 20.33 99.000 -.006 4.34E-03 1.78E-03 1.45E-03 8.000 0.5740 5.351E+02 22.08 99.000 -.008 4.24E-03 1.73E-03 1.45E-03 10.000 0.6186 6.689E+02 23.79 99.000 -.008 4.13E-03 1.57E-03 1.35E-03 15.000 0.7280 1.003E+03 28.00 99.000 -.007 2.14E-03 9.44E-04 6.29E-04 20.000 0.7874 1.338E+03 30.28 99.000 -.003 1.96E-04 2.17E-04 6.35E-05 25.000 0.7943 1.672E+03 30.55 -0.009 -.002 3.38E-05 3.55E-05 1.81E-06 30.000 0.7920 2.007E+03 30.46 -0.005 -.002 1.87E-05 1.43E-05 4.68E-07 35.000 0.7894 2.341E+03 30.36 -0.001 -.002 1.50E-05 8.41E-06 5.12E-07 40.000 0.7891 2.675E+03 30.35 0.000 -.002 1.36E-05 7.11E-06 1.49E-06