File: M_HW_3.DAT Case: AG2/600 ----------------------------------------------------------------------- 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] 2.056 :Wall shear stress (balance) [Pa] -0.065 :cpw [-] ************************************************** 1.200 0.6611 9.898E+01 15.97 99.000 -.001 5.78E-03 2.09E-03 1.80E-03 2.000 0.7139 1.650E+02 17.25 99.000 -.001 5.46E-03 1.79E-03 1.65E-03 3.000 0.7673 2.474E+02 18.54 99.000 -.003 5.03E-03 1.66E-03 1.57E-03 4.000 0.8099 3.299E+02 19.57 99.000 -.002 4.97E-03 1.60E-03 1.56E-03 6.000 0.8735 4.949E+02 21.10 99.000 -.003 3.95E-03 1.27E-03 1.22E-03 8.000 0.9294 6.599E+02 22.45 99.000 -.002 2.75E-03 1.02E-03 8.89E-04 10.000 0.9702 8.248E+02 23.44 99.000 0.001 1.74E-03 6.82E-04 5.44E-04 15.000 1.0230 1.237E+03 24.71 99.000 0.003 1.05E-04 1.09E-04 3.89E-05 20.000 1.0211 1.650E+03 24.67 0.022 0.004 2.59E-05 1.93E-05 6.28E-06 25.000 1.0228 2.062E+03 24.71 0.019 0.004 2.07E-05 1.74E-05 5.45E-06 30.000 1.0260 2.474E+03 24.79 0.012 0.003 1.99E-05 2.55E-05 6.11E-06 35.000 1.0268 2.887E+03 24.81 0.011 0.002 2.17E-05 6.23E-05 1.37E-05 40.000 1.0263 3.299E+03 24.79 0.012 0.001 2.56E-05 8.53E-05 1.44E-05 50. :xA [mm] 0.138 :Wall shear stress (balance) [Pa] 0.320 :cpw [-] ************************************************** 6.000 0.3952 1.282E+02 36.85 99.000 0.038 9.13E-03 2.89E-03 1.71E-03 8.000 0.4670 1.710E+02 43.55 99.000 0.056 8.41E-03 2.65E-03 1.45E-03 10.000 0.5359 2.137E+02 49.97 99.000 0.077 8.18E-03 2.14E-03 1.47E-03 15.000 0.6657 3.205E+02 62.08 99.000 0.122 4.93E-03 1.34E-03 9.45E-04 20.000 0.7547 4.274E+02 70.38 99.000 0.165 2.03E-03 6.43E-04 3.18E-04 25.000 0.7996 5.342E+02 74.56 99.000 0.207 2.90E-04 1.60E-04 5.89E-05 30.000 0.8059 6.411E+02 75.15 -0.028 0.241 3.50E-05 3.75E-05 4.73E-06 35.000 0.8084 7.479E+02 75.38 -0.051 0.279 1.75E-05 1.85E-05 2.41E-06 40.000 0.8110 8.548E+02 75.63 -0.080 0.320 1.45E-05 1.66E-05 1.11E-06 100. :xA [mm] -0.044 :Wall shear stress (balance) [Pa] 0.381 :cpw [-] ************************************************** 15.000 0.3661 9.900E+01 99.00 99.000 0.030 7.92E-03 2.80E-03 1.25E-03 20.000 0.4919 9.900E+01 99.00 99.000 0.051 7.17E-03 2.42E-03 1.12E-03 25.000 0.5946 9.900E+01 99.00 99.000 0.067 4.59E-03 1.43E-03 5.66E-04 30.000 0.6591 9.900E+01 99.00 99.000 0.080 2.67E-03 8.58E-04 1.63E-04 35.000 0.6924 9.900E+01 99.00 0.132 0.088 8.66E-04 3.43E-04 3.18E-05 40.000 0.6896 9.900E+01 99.00 0.136 0.088 1.41E-04 9.95E-05 2.04E-06 300. :xA [mm] 0.129 :Wall shear stress (balance) [Pa] 0.498 :cpw [-] ************************************************** 15.000 0.3248 3.099E+02 31.33 99.000 -.006 6.92E-03 3.16E-03 2.28E-03 20.000 0.4123 4.132E+02 39.77 99.000 -.008 8.31E-03 3.25E-03 2.64E-03 25.000 0.5142 5.165E+02 49.59 99.000 -.009 7.66E-03 2.63E-03 2.18E-03 30.000 0.6114 6.198E+02 58.97 99.000 -.005 4.26E-03 1.56E-03 1.24E-03 35.000 0.6873 7.231E+02 66.29 99.000 -.003 1.36E-03 7.04E-04 4.49E-04 40.000 0.7067 8.264E+02 68.16 99.000 -.001 2.63E-04 2.13E-04 5.36E-05