File: M_PI_1.DAT Case: AG1/1000 ----------------------------------------------------------------------- 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] 3.273 :Wall shear stress (balance) [Pa] -0.063 :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] 2.281 :Wall shear stress (balance) [Pa] 0.059 :cpw [-] ************************************************** 0.378 0.4418 3.285E+01 13.08 -0.004 0.478 0.4724 4.154E+01 13.99 -0.004 0.678 0.5028 5.892E+01 14.89 -0.004 0.878 0.5244 7.629E+01 15.53 -0.004 1.078 0.5427 9.367E+01 16.07 -0.004 1.578 0.5818 1.371E+02 17.23 -0.004 2.078 0.6134 1.805E+02 18.16 -0.004 3.078 0.6658 2.674E+02 19.71 -0.004 4.078 0.7072 3.543E+02 20.94 -0.004 5.078 0.7466 4.412E+02 22.11 -0.004 6.078 0.7796 5.281E+02 23.08 -0.004 8.078 0.8372 7.018E+02 24.79 -0.004 10.000 0.8847 8.688E+02 26.20 -0.004 12.000 0.9238 1.043E+03 27.35 -0.004 15.000 0.9632 1.303E+03 28.52 -0.009 20.000 0.9772 1.738E+03 28.94 -0.018 30.000 0.9858 2.606E+03 29.19 -0.045 40.000 0.9982 3.475E+03 29.56 -0.094 50. :xA [mm] 1.185 :Wall shear stress (balance) [Pa] 0.236 :cpw [-] ************************************************** 0.378 0.2896 2.368E+01 11.90 -0.001 0.478 0.3085 2.994E+01 12.67 -0.001 0.678 0.3303 4.247E+01 13.57 -0.002 0.878 0.3447 5.499E+01 14.16 -0.003 1.078 0.3562 6.751E+01 14.63 -0.003 1.578 0.3848 9.882E+01 15.81 -0.004 2.078 0.4125 1.301E+02 16.95 -0.004 3.078 0.4641 1.928E+02 19.07 -0.004 4.078 0.5100 2.554E+02 20.95 -0.004 5.078 0.5531 3.180E+02 22.72 -0.004 6.078 0.5925 3.806E+02 24.34 -0.004 8.078 0.6621 5.059E+02 27.20 -0.004 10.000 0.7209 6.262E+02 29.62 -0.004 12.000 0.7703 7.514E+02 31.65 -0.005 15.000 0.8255 9.393E+02 33.91 0.001 20.000 0.8656 1.252E+03 35.56 0.005 30.000 0.8569 1.879E+03 35.21 0.018 40.000 0.8360 2.505E+03 34.35 0.040 100. :xA [mm] 0.994 :Wall shear stress (balance) [Pa] 0.319 :cpw [-] ************************************************** 0.378 0.2436 2.169E+01 10.93 0.000 0.478 0.2616 2.742E+01 11.74 -0.001 0.678 0.2812 3.889E+01 12.61 -0.001 0.878 0.2929 5.036E+01 13.14 -0.002 1.078 0.3011 6.183E+01 13.51 -0.002 1.578 0.3197 9.051E+01 14.34 -0.003 2.078 0.3371 1.192E+02 15.12 -0.004 3.078 0.3717 1.765E+02 16.67 -0.004 4.078 0.4071 2.339E+02 18.26 -0.004 5.078 0.4431 2.912E+02 19.88 -0.004 6.078 0.4800 3.486E+02 21.53 -0.004 8.078 0.5504 4.633E+02 24.69 -0.004 10.000 0.6156 5.735E+02 27.61 -0.004 12.000 0.6720 6.882E+02 30.14 -0.003 15.000 0.7365 8.603E+02 33.04 0.004 20.000 0.8038 1.147E+03 36.06 0.012 30.000 0.8070 1.721E+03 36.20 0.030 40.000 0.7918 2.294E+03 35.52 0.054 200. :xA [mm] 1.173 :Wall shear stress (balance) [Pa] 0.359 :cpw [-] ************************************************** 0.378 0.2924 2.356E+01 12.07 0.000 0.478 0.3135 2.979E+01 12.94 -0.001 0.678 0.3352 4.225E+01 13.84 -0.001 0.878 0.3467 5.471E+01 14.32 -0.001 1.078 0.3549 6.717E+01 14.65 -0.002 1.578 0.3730 9.832E+01 15.40 -0.002 2.078 0.3870 1.295E+02 15.98 -0.002 3.078 0.4117 1.918E+02 17.00 -0.003 4.078 0.4363 2.541E+02 18.02 -0.003 5.078 0.4616 3.164E+02 19.06 -0.004 6.078 0.4871 3.787E+02 20.11 -0.004 8.078 0.5415 5.033E+02 22.36 -0.004 10.000 0.5978 6.230E+02 24.68 -0.004 12.000 0.6513 7.476E+02 26.89 -0.003 15.000 0.7233 9.345E+02 29.87 -0.004 20.000 0.7945 1.246E+03 32.81 -0.003 30.000 0.8057 1.869E+03 33.27 -0.005 40.000 0.8073 2.492E+03 33.33 -0.007 300. :xA [mm] 1.352 :Wall shear stress (balance) [Pa] 0.378 :cpw [-] ************************************************** 0.378 0.3253 2.529E+01 12.51 0.000 0.478 0.3488 3.198E+01 13.42 -0.001 0.678 0.3720 4.536E+01 14.31 -0.001 0.878 0.3859 5.874E+01 14.84 -0.002 1.078 0.3955 7.211E+01 15.21 -0.002 1.578 0.4140 1.056E+02 15.92 -0.002 2.078 0.4292 1.390E+02 16.51 -0.002 3.078 0.4549 2.059E+02 17.50 -0.003 4.078 0.4759 2.728E+02 18.30 -0.003 5.078 0.4970 3.397E+02 19.12 -0.003 6.078 0.5185 4.066E+02 19.94 -0.004 8.078 0.5620 5.403E+02 21.62 -0.004 10.000 0.6078 6.689E+02 23.38 -0.003 12.000 0.6525 8.026E+02 25.10 -0.003 15.000 0.7172 1.003E+03 27.58 -0.003 20.000 0.7832 1.338E+03 30.12 -0.002 30.000 0.7914 2.007E+03 30.44 -0.002 40.000 0.7915 2.675E+03 30.44 -0.003