# # MULLER'S MEAN VELOCITY AND TURBULENCE DATA AT STATION A1 # # Velocity components are measured in the freestream streamline coordinate frame, and normalised # with local freestream velocity Qe. Reynolds stresses are all multiplied by factor of 100. # Zero indicates data not available at that position. # Uref is the upstream freestream velocity and L=1 m. # # STATION: A1 x/L= .0000 z/L= .0840 Qe/Uref= .9872 ALPHA= 1.2 Cf= .002817 BETAw= .0 # y (m) U/Qe V/Qe W/Qe uu/Qe^2 vv/Qe^2 ww/Qe^2 uv/Qe^2 uw/Q2^2 vw/Qe^2 .000100 .321700 0. .000050 0. 0. 0. 0. 0. 0. .000200 .449100 0. .000014 0. 0. 0. 0. 0. 0. .000300 .499100 0. -.000019 0. 0. 0. 0. 0. 0. .000400 .536800 0. .000002 0. 0. 0. 0. 0. 0. .000600 .591400 0. -.000027 0. 0. 0. 0. 0. 0. .000800 .621200 0. -.000043 0. 0. 0. 0. 0. 0. .001100 .647700 0. .000009 0. 0. 0. 0. 0. 0. .001500 .686900 .003545 -.000002 .735500 .141000 .459500 -.047000 -.006970 .155500 .003000 .748500 .001013 .000025 .718300 .189400 .458400 -.021920 -.004167 .164500 .004000 .774100 .000304 -.000004 .686600 .213700 .460600 -.034370 -.003215 .157900 .005500 .801600 .000000 .000027 .685000 .240200 .456300 -.031350 -.002487 .174600 .007000 .821800 -.000405 .000010 .642200 .259700 .430600 -.019580 -.005946 .175100 .010000 .854700 -.001722 .000029 .608200 .280200 .406500 -.009954 -.008429 .183100 .013000 .885500 -.001925 -.000008 .567000 .248900 .337500 -.017040 -.005377 .171100 .016000 .913200 -.001823 .000021 .481700 .233600 .274400 -.016100 -.003330 .144200 .020000 .946100 -.000608 .000040 .350500 .181500 .191300 -.028470 .003709 .101500 .025000 .974800 .000304 .000047 .166500 .105300 .095830 -.010660 .001950 .051630 .030000 .990700 .001925 .000018 .063640 .059580 .045910 -.008326 .003460 .022080 .035000 .997600 .002634 -.000025 .020880 .027170 .014900 -.004383 .001189 .005639 .040000 .998700 .001722 -.000048 .008983 .011520 .005304 -.000315 .000142 .001196 .045000 .999200 .001519 .000043 .004446 .012460 .000521 -.000030 .000027 .001011 .050000 1.000000 .002229 .000026 0. 0. 0. 0. 0. 0.