File: M_PI_3.DAT Case: AG2/600 ----------------------------------------------------------------------- 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 could not be calculated. 99. is inserted as a dummy value, for instance if the wall shear stress is negative. ----------------------------------------------------------------------- 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: - A B C D E -100. :xA [mm] 2.056 :Wall shear stress (balance) [Pa] -0.065 :cpw [-] ********************************* 0.378 0.5506 3.119E+01 13.30 0.478 0.5833 3.944E+01 14.09 0.678 0.6175 5.594E+01 14.92 0.878 0.6394 7.243E+01 15.45 1.078 0.6545 8.893E+01 15.81 1.578 0.6901 1.302E+02 16.67 2.078 0.7206 1.714E+02 17.41 3.078 0.7686 2.539E+02 18.57 4.078 0.8069 3.364E+02 19.49 6.078 0.8724 5.013E+02 21.08 8.078 0.9267 6.663E+02 22.39 10.000 0.9724 8.248E+02 23.49 15.000 1.0292 1.237E+03 24.86 20.000 1.0333 1.650E+03 24.96 25.000 1.0336 2.062E+03 24.97 30.000 1.0336 2.474E+03 24.97 35.000 1.0331 2.887E+03 24.96 40.000 1.0330 3.299E+03 24.96 50. :xA [mm] 0.138 :Wall shear stress (balance) [Pa] 0.320 :cpw [-] ********************************* 3.078 0.2282 6.578E+01 21.28 4.078 0.2681 8.715E+01 25.00 6.078 0.3529 1.299E+02 32.91 8.078 0.4399 1.726E+02 41.02 10.000 0.5132 2.137E+02 47.86 15.000 0.6637 3.205E+02 61.89 20.000 0.7670 4.274E+02 71.53 25.000 0.8237 5.342E+02 76.81 30.000 0.8349 6.411E+02 77.86 35.000 0.8350 7.479E+02 77.87 40.000 0.8332 8.548E+02 77.70 100. :xA [mm] -0.044 :Wall shear stress (balance) [Pa] 0.381 :cpw [-] ********************************* 0.378 0.0345 9.900E+01 99.00 0.478 0.0336 9.900E+01 99.00 0.678 0.0326 9.900E+01 99.00 0.878 0.0312 9.900E+01 99.00 1.078 0.0285 9.900E+01 99.00 1.578 0.0243 9.900E+01 99.00 2.078 0.0327 9.900E+01 99.00 3.078 0.0279 9.900E+01 99.00 4.078 0.0438 9.900E+01 99.00 6.078 0.0759 9.900E+01 99.00 8.078 0.1183 9.900E+01 99.00 10.000 0.1647 9.900E+01 99.00 15.000 0.3128 9.900E+01 99.00 20.000 0.4657 9.900E+01 99.00 25.000 0.5940 9.900E+01 99.00 30.000 0.6888 9.900E+01 99.00 35.000 0.7533 9.900E+01 99.00 40.000 0.7829 9.900E+01 99.00 300. :xA [mm] 0.129 :Wall shear stress (balance) [Pa] 0.498 :cpw [-] ********************************* 15.000 0.2475 3.099E+02 23.87 20.000 0.3458 4.132E+02 33.35 25.000 0.4575 5.165E+02 44.13 30.000 0.5693 6.198E+02 54.91 35.000 0.6596 7.231E+02 63.62 40.000 0.7015 8.264E+02 67.66