# # MULLER'S MEAN VELOCITY AND TURBULENCE DATA AT STATION B3 # # 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: B3 x/L= .2000 z/L= .3000 Qe/Uref= .9260 ALPHA= 2.7 Cf= .002749 BETAw= 2.2 # 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 .282100 0. .010800 0. 0. 0. 0. 0. 0. .000200 .364800 0. .014040 0. 0. 0. 0. 0. 0. .000300 .440700 0. .016950 0. 0. 0. 0. 0. 0. .000500 .518900 0. .019960 0. 0. 0. 0. 0. 0. .000700 .552900 0. .021280 0. 0. 0. 0. 0. 0. .001000 .586300 0. .022520 0. 0. 0. 0. 0. 0. .001500 .626600 .001728 .024080 .722000 .247400 .527500 .018430 .042540 .183100 .002000 .658000 .002916 .025300 .718000 .223500 .521900 .000732 .048400 .190000 .003000 .701300 .002916 .026930 .714300 .251100 .507100 -.008688 .059780 .188500 .004000 .727900 .003348 .027940 .697100 .250700 .485800 -.005473 .059700 .181900 .007000 .789800 .003672 .024810 .602600 .270800 .473600 -.019520 .060970 .179200 .010000 .829600 .004320 .021740 .537500 .279200 .447100 -.020100 .061570 .158500 .013000 .859200 .004644 .021000 .482800 .262600 .400800 -.007152 .059340 .146900 .016000 .887500 .003780 .018580 .437700 .248500 .362400 -.006924 .052420 .131300 .020000 .916500 .005292 .016030 .360900 .223600 .281000 -.015070 .047450 .109900 .025000 .950000 .007991 .011630 .242300 .178300 .189100 -.034160 .037780 .076370 .030000 .973800 .008963 .008455 .128400 .113600 .111700 -.017780 .021800 .041930 .035000 .990500 .008855 .005181 .054490 .072910 .053620 -.012330 .010440 .019910 .040000 .995400 .010480 .005167 .020200 .034290 .021820 -.004098 .003589 .006414 .045000 .996500 .011230 .003493 .008231 .017200 .010380 -.001577 .001229 .000991 .050000 .998500 .011450 .003510 .005056 .005134 .005319 .000383 .000278 .000062 .055000 .999900 .011450 .001713 0. 0. 0. 0. 0. 0.