File: M_PI_2.DAT Case: AG2/1000 ----------------------------------------------------------------------- Velocity distributions at cross section M (x=675mm) for different xA, measured with 0.5mm-Pitot tube, corrected following section 4.4.1 in the thesis, circumferential average. (p(y)-pwall)/qD from equation 4.5 in the thesis. ----------------------------------------------------------------------- 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 A B C D E -100. :xA [mm] 3.282 :Wall shear stress (balance) [Pa] -0.064 :cpw [-] ************************************************** 0.378 0.5595 3.941E+01 13.81 -0.003 0.478 0.5869 4.983E+01 14.49 -0.003 0.678 0.6194 7.067E+01 15.29 -0.003 0.878 0.6409 9.152E+01 15.82 -0.003 1.078 0.6587 1.124E+02 16.26 -0.003 1.578 0.6968 1.645E+02 17.20 -0.003 2.078 0.7274 2.166E+02 17.96 -0.003 3.078 0.7757 3.208E+02 19.15 -0.003 4.078 0.8152 4.250E+02 20.12 -0.003 6.078 0.8814 6.334E+02 21.76 -0.003 8.078 0.9353 8.419E+02 23.09 -0.002 10.000 0.9799 1.042E+03 24.19 -0.002 15.000 1.0299 1.563E+03 25.42 -0.001 20.000 1.0321 2.084E+03 25.48 -0.001 25.000 1.0322 2.605E+03 25.48 -0.001 30.000 1.0328 3.126E+03 25.50 -0.001 35.000 1.0331 3.647E+03 25.50 -0.001 40.000 1.0328 4.169E+03 25.50 -0.001 0. :xA [mm] 2.213 :Wall shear stress (balance) [Pa] 0.067 :cpw [-] ************************************************** 0.378 0.4355 3.236E+01 13.09 -0.004 0.478 0.4619 4.092E+01 13.89 -0.004 0.678 0.4932 5.803E+01 14.83 -0.004 0.878 0.5147 7.515E+01 15.47 -0.004 1.078 0.5330 9.226E+01 16.02 -0.004 1.578 0.5741 1.350E+02 17.26 -0.004 2.078 0.6079 1.778E+02 18.28 -0.004 3.078 0.6612 2.634E+02 19.88 -0.004 4.078 0.7041 3.490E+02 21.17 -0.004 6.078 0.7760 5.201E+02 23.33 -0.005 8.078 0.8362 6.913E+02 25.14 -0.005 10.000 0.8867 8.557E+02 26.66 -0.007 15.000 0.9636 1.284E+03 28.97 -0.015 20.000 0.9779 1.711E+03 29.40 -0.028 25.000 0.9843 2.139E+03 29.59 -0.045 30.000 0.9919 2.567E+03 29.82 -0.066 35.000 1.0004 2.995E+03 30.07 -0.090 40.000 1.0099 3.423E+03 30.36 -0.120 50. :xA [mm] 0.664 :Wall shear stress (balance) [Pa] 0.280 :cpw [-] ************************************************** 0.378 0.2133 1.773E+01 11.71 0.000 0.478 0.2293 2.241E+01 12.59 0.000 0.678 0.2497 3.179E+01 13.70 -0.001 0.878 0.2632 4.116E+01 14.45 -0.001 1.078 0.2726 5.054E+01 14.96 -0.002 1.578 0.2974 7.398E+01 16.32 -0.003 2.078 0.3236 9.741E+01 17.76 -0.005 3.078 0.3772 1.443E+02 20.70 -0.006 4.078 0.4261 1.912E+02 23.38 -0.006 6.078 0.5136 2.849E+02 28.19 -0.006 8.078 0.5879 3.787E+02 32.26 -0.007 10.000 0.6527 4.687E+02 35.82 -0.008 15.000 0.7725 7.031E+02 42.40 -0.012 20.000 0.8370 9.375E+02 45.93 -0.017 25.000 0.8450 1.172E+03 46.37 -0.022 30.000 0.8410 1.406E+03 46.15 -0.027 35.000 0.8343 1.641E+03 45.79 -0.033 40.000 0.8245 1.875E+03 45.25 -0.041 100. :xA [mm] 0.235 :Wall shear stress (balance) [Pa] 0.383 :cpw [-] ************************************************** 3.078 0.1757 8.584E+01 16.21 -0.002 4.078 0.2037 1.137E+02 18.79 -0.003 6.078 0.2648 1.695E+02 24.43 -0.004 8.078 0.3334 2.253E+02 30.76 -0.003 10.000 0.4025 2.789E+02 37.13 -0.001 15.000 0.5587 4.183E+02 51.54 0.006 20.000 0.6691 5.577E+02 61.73 0.018 25.000 0.7350 6.972E+02 67.81 0.032 30.000 0.7494 8.366E+02 69.13 0.050 35.000 0.7366 9.760E+02 67.96 0.071 40.000 0.7191 1.115E+03 66.34 0.098 200. :xA [mm] 0.434 :Wall shear stress (balance) [Pa] 0.447 :cpw [-] ************************************************** 0.678 0.1583 2.569E+01 10.75 0.000 0.878 0.1672 3.326E+01 11.36 0.000 1.078 0.1737 4.084E+01 11.80 0.000 1.578 0.1829 5.978E+01 12.42 0.000 2.078 0.1901 7.872E+01 12.91 -0.001 3.078 0.2038 1.166E+02 13.84 -0.002 4.078 0.2177 1.545E+02 14.79 -0.003 6.078 0.2544 2.302E+02 17.27 -0.004 8.078 0.3004 3.060E+02 20.40 -0.005 10.000 0.3525 3.788E+02 23.94 -0.006 15.000 0.4951 5.682E+02 33.62 -0.007 20.000 0.6254 7.576E+02 42.47 -0.006 25.000 0.7149 9.470E+02 48.55 -0.006 30.000 0.7468 1.136E+03 50.72 -0.006 35.000 0.7492 1.326E+03 50.88 -0.007 40.000 0.7508 1.515E+03 50.99 -0.009 300. :xA [mm] 0.646 :Wall shear stress (balance) [Pa] 0.489 :cpw [-] ************************************************** 0.378 0.1769 1.748E+01 9.85 0.000 0.478 0.1934 2.210E+01 10.76 0.000 0.678 0.2120 3.135E+01 11.80 -0.001 0.878 0.2222 4.060E+01 12.36 -0.001 1.078 0.2279 4.984E+01 12.68 -0.001 1.578 0.2390 7.296E+01 13.30 -0.002 2.078 0.2491 9.607E+01 13.86 -0.002 3.078 0.2646 1.423E+02 14.72 -0.003 4.078 0.2782 1.885E+02 15.48 -0.003 6.078 0.3088 2.810E+02 17.18 -0.004 8.078 0.3427 3.734E+02 19.07 -0.005 10.000 0.3816 4.623E+02 21.24 -0.006 15.000 0.4913 6.934E+02 27.34 -0.006 20.000 0.6051 9.246E+02 33.68 -0.005 25.000 0.6927 1.156E+03 38.55 -0.004 30.000 0.7170 1.387E+03 39.90 -0.004 35.000 0.7182 1.618E+03 39.97 -0.004 40.000 0.7183 1.849E+03 39.98 -0.004