
*********************ALPHA=8 DEGREES, INCLINED-WIRE SURVEYS********************

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08I01.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.2540E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  585.5
 RHO ref hw            = 0.7689
 TAU wall preston      =  133.5
 P wall mean flow      = 0.2300E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.1980E-02     -.2350E-02     0.7407          1.573         0.9818         -.1181E-02     -.3506E-03
0.3261E-02     -.1920E-02     0.7809          1.712         0.9870         -.8837E-03     -.3124E-03
0.4699E-02     -.2716E-02     0.8131          1.832         0.9815         -.1159E-02     -.4666E-03
0.6127E-02     -.2698E-02     0.8404          1.940         0.9747         -.1077E-02     -.4826E-03
0.7575E-02     -.2323E-02     0.8629          2.041         0.9684         -.8713E-03     -.4294E-03
0.9025E-02     -.1941E-02     0.8768          2.109         0.9711         -.6984E-03     -.3687E-03
0.1047E-01     -.2054E-02     0.8946          2.189         0.9660         -.7043E-03     -.3983E-03
0.1191E-01     -.1851E-02     0.9104          2.269         0.9670         -.6052E-03     -.3680E-03
0.1337E-01     -.1399E-02     0.9258          2.352         0.9649         -.4352E-03     -.2839E-03
0.1482E-01     -.1492E-02     0.9393          2.429         0.9665         -.4441E-03     -.3093E-03
0.1626E-01     -.1305E-02     0.9450          2.464         0.9713         -.3805E-03     -.2742E-03
0.1772E-01     -.1094E-02     0.9590          2.554         0.9764         -.3031E-03     -.2357E-03
0.1917E-01     -.7916E-03     0.9657          2.609         0.9800         -.2127E-03     -.1733E-03
0.2062E-01     -.8539E-03     0.9747          2.669         0.9826         -.2218E-03     -.1897E-03
0.2209E-01     -.5467E-03     0.9848          2.738         0.9827         -.1367E-03     -.1231E-03
0.2354E-01     -.4650E-03     0.9885          2.766         0.9822         -.1145E-03     -.1051E-03
0.2496E-01     -.2569E-03     0.9905          2.787         0.9815         -.6255E-04     -.5826E-04
0.2640E-01     -.1024E-03     0.9954          2.834         0.9792         -.2431E-04     -.2335E-04
0.2786E-01     -.1546E-03     0.9964          2.849         0.9768         -.3641E-04     -.3527E-04
0.2933E-01     -.8712E-04     0.9973          2.859         0.9745         -.2040E-04     -.1986E-04
0.3079E-01     -.5164E-04     0.9973          2.861         0.9750         -.1208E-04     -.1178E-04
0.3223E-01     -.1577E-04     0.9974          2.867         0.9735         -.3679E-05     -.3596E-05
0.3365E-01     -.2153E-05     0.9984          2.872         0.9698         -.5009E-06     -.4895E-06
0.3502E-01     0.1106E-04     0.9984          2.873         0.9696         0.2572E-05     0.2514E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08I02.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.2540E-01 )
 X                     = 0.2030E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  585.8
 RHO ref hw            = 0.7680
 TAU wall preston      =  145.2
 P wall mean flow      = 0.3565E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.1980E-02     -.4296E-02
0.3200E-02     -.4281E-02     0.7217          1.527         0.9691         -.2215E-02     -.9480E-03
0.4670E-02     -.5240E-02     0.7616          1.662         0.9612         -.2489E-02     -.1252E-02
0.6110E-02     -.5496E-02     0.7968          1.789         0.9470         -.2411E-02     -.1383E-02
0.7530E-02     -.5333E-02     0.8235          1.897         0.9420         -.2186E-02     -.1403E-02
0.8960E-02     -.4554E-02     0.8513          2.005         0.9341         -.1746E-02     -.1242E-02
0.1042E-01     -.3639E-02     0.8755          2.115         0.9296         -.1305E-02     -.1027E-02
0.1188E-01     -.2365E-02     0.8983          2.225         0.9163         -.7936E-03     -.6817E-03
0.1334E-01     -.5777E-03     0.9163          2.315         0.8914         -.1837E-03     -.1662E-03
0.1479E-01     -.1746E-02     0.9348          2.415         0.7844         -.5238E-03     -.4538E-03
0.1625E-01     -.1787E-02     0.9588          2.557         0.6876         -.4943E-03     -.4209E-03
0.1772E-01     -.1466E-02     0.9772          2.685         0.6442         -.3774E-03     -.3319E-03
0.1916E-01     -.1176E-02     0.9859          2.753         0.6319         -.2918E-03     -.2647E-03
0.2060E-01     -.8757E-03     0.9916          2.793         0.6303         -.2125E-03     -.1979E-03
0.2205E-01     -.7794E-03     0.9936          2.823         0.6293         -.1861E-03     -.1768E-03
0.2351E-01     -.4235E-03     0.9958          2.849         0.6286         -.9973E-04     -.9635E-04
0.2497E-01     -.2469E-03     0.9965          2.864         0.6288         -.5768E-04     -.5633E-04
0.2642E-01     -.1202E-03     0.9970          2.866         0.6289         -.2804E-04     -.2743E-04
0.2787E-01     -.6086E-04     0.9984          2.871         0.6276         -.1416E-04     -.1387E-04
0.2932E-01     -.3062E-04     0.9984          2.873         0.6251         -.7119E-05     -.6956E-05
0.3071E-01     -.3006E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08I03.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.2540E-01 )
 X                     = 0.3040E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  585.9
 RHO ref hw            = 0.7677
 TAU wall preston      =  159.9
 P wall mean flow      = 0.3623E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.1980E-02     -.4165E-02
0.3230E-02     -.4041E-02     0.7226          1.530         0.9689         -.2087E-02     -.9108E-03
0.4680E-02     -.4919E-02     0.7619          1.663         0.9611         -.2335E-02     -.1195E-02
0.6110E-02     -.5296E-02     0.7968          1.789         0.9470         -.2323E-02     -.1354E-02
0.7530E-02     -.5302E-02     0.8235          1.897         0.9420         -.2173E-02     -.1418E-02
0.8980E-02     -.4939E-02     0.8515          2.006         0.9340         -.1892E-02     -.1369E-02
0.1044E-01     -.4096E-02     0.8758          2.117         0.9295         -.1467E-02     -.1176E-02
0.1191E-01     -.3797E-02     0.8987          2.227         0.9159         -.1273E-02     -.1112E-02
0.1336E-01     -.2856E-02     0.9164          2.316         0.8908         -.9082E-03     -.8349E-03
0.1481E-01     -.2007E-02     0.9352          2.418         0.7823         -.6012E-03     -.5289E-03
0.1629E-01     0.8760E-03     0.9593          2.560         0.6858         0.2419E-03     0.2092E-03
0.1772E-01     -.4071E-03     0.9772          2.685         0.6442         -.1048E-03     -.9368E-04
0.1916E-01     -.1043E-02     0.9859          2.753         0.6319         -.2586E-03     -.2384E-03
0.2062E-01     -.8730E-03     0.9916          2.793         0.6302         -.2118E-03     -.2004E-03
0.2208E-01     -.6483E-03     0.9936          2.823         0.6293         -.1548E-03     -.1494E-03
0.2353E-01     -.3319E-03     0.9958          2.849         0.6286         -.7813E-04     -.7673E-04
0.2498E-01     -.2025E-03     0.9965          2.864         0.6288         -.4731E-04     -.4695E-04
0.2645E-01     -.7193E-04     0.9970          2.866         0.6289         -.1678E-04     -.1668E-04
0.2781E-01     -.9132E-04     0.9983          2.870         0.6276         -.2126E-04     -.2115E-04
0.2929E-01     -.6229E-04     0.9984          2.873         0.6252         -.1448E-04     -.1438E-04
0.3069E-01     -.2180E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08I04.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.6604E-01 )
 X                     = 0.6600E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  585.5
 RHO ref hw            = 0.7688
 TAU wall preston      =  181.0
 P wall mean flow      = 0.3910E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.1980E-02     -.3888E-02     0.6924          1.420         0.9635         -.2153E-02     -.8683E-03
0.3210E-02     -.4595E-02     0.7141          1.491         0.9649         -.2432E-02     -.1084E-02
0.4659E-02     -.4745E-02     0.7497          1.612         0.9667         -.2327E-02     -.1214E-02
0.6090E-02     -.5853E-02     0.7746          1.688         0.9649         -.2736E-02     -.1562E-02
0.7549E-02     -.5841E-02     0.7984          1.775         0.9641         -.2585E-02     -.1630E-02
0.8975E-02     -.6172E-02     0.8248          1.877         0.9652         -.2562E-02     -.1809E-02
0.1041E-01     -.5706E-02     0.8477          1.970         0.9664         -.2235E-02     -.1741E-02
0.1186E-01     -.4770E-02     0.8681          2.058         0.9670         -.1770E-02     -.1506E-02
0.1330E-01     -.3712E-02     0.8843          2.132         0.9669         -.1317E-02     -.1202E-02
0.1476E-01     -.2649E-02     0.9034          2.229         0.9662         -.8869E-03     -.8841E-03
0.1620E-01     -.2624E-02     0.9162          2.296         0.9660         -.8440E-03     -.8929E-03
0.1762E-01     -.1853E-02     0.9317          2.376         0.9641         -.5687E-03     -.6430E-03
0.1903E-01     -.1227E-02     0.9420          2.439         0.9617         -.3632E-03     -.4313E-03
0.2049E-01     -.9593E-03     0.9472          2.483         0.9595         -.2768E-03     -.3400E-03
0.2193E-01     -.6227E-03     0.9490          2.500         0.9577         -.1780E-03     -.2212E-03
0.2339E-01     -.1220E-03     0.9526          2.521         0.9551         -.3443E-04     -.4342E-04
0.2483E-01     -.4066E-04     0.9544          2.539         0.9485         -.1136E-04     -.1443E-04
0.2629E-01     0.9390E-04     0.9644          2.611         0.8765         0.2520E-04     0.3127E-04
0.2775E-01     0.4278E-02     0.9750          2.689         0.6800         0.1099E-02     0.1122E-02
0.2918E-01     0.9719E-03
0.3062E-01     0.1240E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08I05.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.1372     )
 X                     = 0.1016
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  583.3
 RHO ref hw            = 0.7747
 TAU wall preston      =  198.8
 P wall mean flow      = 0.3979E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.1980E-02     -.4344E-02     0.7156          1.499         0.9948         -.2288E-02     -.1081E-02
0.3255E-02     -.4190E-02     0.7375          1.576         0.9953         -.2102E-02     -.1098E-02
0.4676E-02     -.5474E-02     0.7611          1.648         0.9916         -.2624E-02     -.1494E-02
0.6127E-02     -.5912E-02     0.7802          1.721         0.9851         -.2707E-02     -.1669E-02
0.7566E-02     -.6551E-02     0.8024          1.804         0.9783         -.2846E-02     -.1915E-02
0.9012E-02     -.5747E-02     0.8217          1.876         0.9779         -.2387E-02     -.1736E-02
0.1046E-01     -.5428E-02     0.8447          1.968         0.9762         -.2129E-02     -.1702E-02
0.1189E-01     -.5325E-02     0.8619          2.044         0.9762         -.1993E-02     -.1719E-02
0.1331E-01     -.4424E-02     0.8733          2.096         0.9769         -.1605E-02     -.1455E-02
0.1474E-01     -.3117E-02     0.8983          2.210         0.9767         -.1055E-02     -.1064E-02
0.1620E-01     -.3100E-02     0.9117          2.277         0.9761         -.1008E-02     -.1079E-02
0.1766E-01     -.2556E-02     0.9216          2.331         0.9755         -.8054E-03     -.9022E-03
0.1911E-01     -.1918E-02     0.9261          2.360         0.9785         -.5941E-03     -.6843E-03
0.2054E-01     -.1076E-02     0.9348          2.410         0.9837         -.3237E-03     -.3909E-03
0.2201E-01     -.6229E-03     0.9395          2.441         0.9881         -.1841E-03     -.2291E-03
0.2345E-01     -.4495E-03     0.9421          2.462         0.9894         -.1312E-03     -.1664E-03
0.2489E-01     -.1476E-03     0.9446          2.481         0.9881         -.4265E-04     -.5482E-04
0.2633E-01     -.4251E-04     0.9451          2.487         0.9844         -.1224E-04     -.1575E-04
0.2779E-01     0.1302E-04     0.9451          2.492         0.9785         0.3738E-05     0.4800E-05
0.2923E-01     0.1107E-04     0.9464          2.503         0.9732         0.3157E-05     0.4068E-05
0.3068E-01     0.1005E-04
0.3213E-01     0.4472E-05
0.3356E-01     0.1762E-04
0.3503E-01     0.1385E-04
0.3642E-01     0.3938E-04
0.3781E-01     0.1170E-03

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08I06.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.1372     )
 X                     = 0.1524
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  585.4
 RHO ref hw            = 0.7690
 TAU wall preston      =  207.5
 P wall mean flow      = 0.4048E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.1980E-02     -.3275E-02     0.7156          1.499         0.9948         -.1725E-02     -.8288E-03
0.3297E-02     -.3987E-02     0.7383          1.578         0.9952         -.1997E-02     -.1064E-02
0.4727E-02     -.5164E-02     0.7618          1.651         0.9914         -.2471E-02     -.1435E-02
0.6147E-02     -.5170E-02     0.7805          1.722         0.9850         -.2365E-02     -.1485E-02
0.7572E-02     -.5277E-02     0.8025          1.804         0.9783         -.2292E-02     -.1570E-02
0.9031E-02     -.5921E-02     0.8220          1.877         0.9779         -.2457E-02     -.1821E-02
0.1049E-01     -.5509E-02     0.8450          1.970         0.9762         -.2159E-02     -.1758E-02
0.1194E-01     -.5172E-02     0.8621          2.046         0.9763         -.1934E-02     -.1699E-02
0.1337E-01     -.4245E-02     0.8740          2.099         0.9770         -.1537E-02     -.1422E-02
0.1484E-01     -.4564E-02     0.8994          2.216         0.9767         -.1540E-02     -.1588E-02
0.1629E-01     -.3633E-02     0.9128          2.283         0.9761         -.1178E-02     -.1288E-02
0.1772E-01     -.2415E-02     0.9224          2.335         0.9755         -.7592E-03     -.8684E-03
0.1917E-01     -.1783E-02     0.9268          2.363         0.9788         -.5513E-03     -.6481E-03
0.2055E-01     -.1094E-02     0.9348          2.410         0.9837         -.3294E-03     -.4046E-03
0.2199E-01     -.8703E-03     0.9395          2.441         0.9880         -.2572E-03     -.3256E-03
0.2344E-01     -.5563E-03     0.9420          2.462         0.9894         -.1624E-03     -.2095E-03
0.2489E-01     -.4917E-03     0.9446          2.481         0.9881         -.1420E-03     -.1857E-03
0.2632E-01     -.1791E-03     0.9451          2.487         0.9844         -.5157E-04     -.6751E-04
0.2778E-01     -.3562E-04     0.9451          2.492         0.9786         -.1022E-04     -.1336E-04
0.2917E-01     -.2863E-04     0.9465          2.503         0.9733         -.8166E-05     -.1071E-04
0.3065E-01     -.7118E-05
0.3209E-01     0.4945E-05
0.3356E-01     0.3257E-05

*********************ALPHA=8 DEGREES, NORMAL-WIRE SURVEYS********************

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N01.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.2540E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  568.1
 RHO ref hw            = 0.8167
 TAU wall preston      =  133.5
 P wall mean flow      = 0.2300E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1374
0.4782E-03     0.1356
0.1952E-02     0.1489         0.7396          1.570         0.9819         0.6248E-02     0.1847E-02
0.3395E-02     0.1483         0.7856          1.729         0.9876         0.5061E-02     0.1826E-02
0.4866E-02     0.1453         0.8171          1.846         0.9804         0.4188E-02     0.1710E-02
0.6307E-02     0.1410         0.8441          1.955         0.9739         0.3436E-02     0.1563E-02
0.7762E-02     0.1425         0.8656          2.054         0.9683         0.3101E-02     0.1548E-02
0.9224E-02     0.1365         0.8794          2.120         0.9708         0.2620E-02     0.1397E-02
0.1068E-01     0.1341         0.8961          2.197         0.9661         0.2302E-02     0.1311E-02
0.1211E-01     0.1346         0.9127          2.281         0.9671         0.2092E-02     0.1286E-02
0.1356E-01     0.1305         0.9273          2.361         0.9645         0.1786E-02     0.1173E-02
0.1502E-01     0.1256         0.9406          2.436         0.9671         0.1512E-02     0.1060E-02
0.1649E-01     0.1198         0.9463          2.472         0.9722         0.1319E-02     0.9570E-03
0.1793E-01     0.1136         0.9602          2.563         0.9769         0.1066E-02     0.8356E-03
0.1939E-01     0.9739E-01     0.9663          2.614         0.9805         0.7382E-03     0.6044E-03
0.2085E-01     0.8896E-01     0.9761          2.679         0.9828         0.5720E-03     0.4929E-03
0.2230E-01     0.6768E-01     0.9864          2.750         0.9825         0.3057E-03     0.2774E-03
0.2376E-01     0.4957E-01     0.9884          2.766         0.9822         0.1610E-03     0.1478E-03
0.2521E-01     0.3545E-01     0.9919          2.799         0.9811         0.7938E-04     0.7454E-04
0.2663E-01     0.2607E-01     0.9957          2.838         0.9788         0.4111E-04     0.3959E-04
0.2807E-01     0.1664E-01     0.9965          2.851         0.9764         0.1651E-04     0.1601E-04
0.2954E-01     0.1362E-01     0.9973          2.859         0.9746         0.1096E-04     0.1067E-04
0.3099E-01     0.1275E-01     0.9973          2.861         0.9749         0.9582E-05     0.9343E-05
0.3245E-01     0.1281E-01     0.9975          2.868         0.9729         0.9607E-05     0.9390E-05
0.3391E-01     0.1308E-01     0.9986          2.873         0.9691         0.9959E-05     0.9731E-05
0.3538E-01     0.1210E-01     0.9984          2.873         0.9698         0.8520E-05     0.8333E-05
0.3683E-01     0.1184E-01     0.9984          2.876         0.9717         0.8134E-05     0.7985E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N02.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.2540E-01 )
 X                     = -.2540E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  572.4
 RHO ref hw            = 0.8043
 TAU wall preston      =  133.5
 P wall mean flow      = 0.2300E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.8558E-01
0.1190E-03     0.8362E-01
0.4628E-03     0.1335
0.1935E-02     0.1523         0.7390          1.568         0.9819         0.6553E-02     0.1932E-02
0.3395E-02     0.1614         0.7856          1.730         0.9876         0.5994E-02     0.2163E-02
0.4852E-02     0.1532         0.8168          1.845         0.9805         0.4662E-02     0.1902E-02
0.6311E-02     0.1458         0.8441          1.956         0.9739         0.3672E-02     0.1671E-02
0.7767E-02     0.1489         0.8656          2.054         0.9683         0.3385E-02     0.1690E-02
0.9230E-02     0.1469         0.8795          2.121         0.9708         0.3033E-02     0.1618E-02
0.1068E-01     0.1458         0.8961          2.197         0.9661         0.2721E-02     0.1550E-02
0.1212E-01     0.1445         0.9129          2.281         0.9671         0.2410E-02     0.1482E-02
0.1357E-01     0.1395         0.9274          2.361         0.9645         0.2040E-02     0.1340E-02
0.1503E-01     0.1324         0.9406          2.436         0.9671         0.1679E-02     0.1178E-02
0.1650E-01     0.1327         0.9465          2.473         0.9722         0.1615E-02     0.1174E-02
0.1795E-01     0.1205         0.9603          2.564         0.9770         0.1198E-02     0.9399E-03
0.1941E-01     0.1105         0.9664          2.615         0.9805         0.9498E-03     0.7779E-03
0.2087E-01     0.9620E-01     0.9763          2.680         0.9828         0.6682E-03     0.5762E-03
0.2232E-01     0.7556E-01     0.9866          2.751         0.9825         0.3806E-03     0.3456E-03
0.2379E-01     0.5809E-01     0.9884          2.766         0.9822         0.2211E-03     0.2030E-03
0.2524E-01     0.4511E-01     0.9920          2.800         0.9811         0.1283E-03     0.1206E-03
0.2668E-01     0.3238E-01     0.9957          2.838         0.9788         0.6339E-04     0.6106E-04
0.2810E-01     0.2152E-01     0.9965          2.851         0.9763         0.2760E-04     0.2677E-04
0.2958E-01     0.1569E-01     0.9973          2.859         0.9747         0.1455E-04     0.1416E-04
0.3104E-01     0.1234E-01     0.9973          2.862         0.9748         0.8973E-05     0.8751E-05
0.3250E-01     0.1325E-01     0.9976          2.868         0.9728         0.1028E-04     0.1004E-04
0.3395E-01     0.1335E-01     0.9987          2.873         0.9690         0.1037E-04     0.1014E-04
0.3543E-01     0.1287E-01     0.9983          2.873         0.9698         0.9639E-05     0.9427E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N03.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.2540E-01 )
 X                     = -.1520E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  571.7
 RHO ref hw            = 0.8064
 TAU wall preston      =  132.2
 P wall mean flow      = 0.2300E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1481
0.1558E-02     0.1514         0.7196          1.507         0.9829         0.6989E-02     0.1907E-02
0.2976E-02     0.1471         0.7712          1.677         0.9855         0.5322E-02     0.1802E-02
0.4451E-02     0.1426         0.8088          1.816         0.9833         0.4190E-02     0.1661E-02
0.5887E-02     0.1444         0.8356          1.918         0.9756         0.3776E-02     0.1656E-02
0.7331E-02     0.1397         0.8579          2.018         0.9694         0.3118E-02     0.1504E-02
0.8779E-02     0.1381         0.8738          2.097         0.9709         0.2762E-02     0.1440E-02
0.1024E-01     0.1362         0.8922          2.178         0.9665         0.2430E-02     0.1361E-02
0.1169E-01     0.1341         0.9077          2.255         0.9670         0.2144E-02     0.1288E-02
0.1314E-01     0.1305         0.9241          2.343         0.9653         0.1825E-02     0.1181E-02
0.1460E-01     0.1248         0.9371          2.416         0.9660         0.1528E-02     0.1053E-02
0.1606E-01     0.1198         0.9443          2.460         0.9705         0.1338E-02     0.9597E-03
0.1749E-01     0.1120         0.9577          2.544         0.9756         0.1059E-02     0.8169E-03
0.1896E-01     0.1021         0.9650          2.603         0.9795         0.8215E-03     0.6664E-03
0.2041E-01     0.8514E-01     0.9733          2.660         0.9824         0.5354E-03     0.4547E-03
0.2187E-01     0.6740E-01     0.9832          2.727         0.9829         0.3110E-03     0.2777E-03
0.2332E-01     0.5195E-01     0.9884          2.764         0.9822         0.1771E-03     0.1625E-03
0.2475E-01     0.3578E-01     0.9893          2.777         0.9818         0.8284E-04     0.7664E-04
0.2618E-01     0.2458E-01     0.9950          2.829         0.9796         0.3690E-04     0.3535E-04
0.2764E-01     0.1968E-01     0.9962          2.847         0.9771         0.2319E-04     0.2244E-04
0.2909E-01     0.1511E-01     0.9972          2.858         0.9747         0.1351E-04     0.1314E-04
0.3056E-01     0.1245E-01     0.9973          2.859         0.9752         0.9155E-05     0.8919E-05
0.3202E-01     0.1295E-01     0.9972          2.866         0.9740         0.9835E-05     0.9613E-05
0.3347E-01     0.1328E-01     0.9983          2.871         0.9703         0.1028E-04     0.1005E-04
0.3494E-01     0.1276E-01     0.9985          2.873         0.9695         0.9475E-05     0.9264E-05
0.3640E-01     0.1324E-01     0.9983          2.874         0.9709         0.1019E-04     0.9983E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N04.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.0000E+00 )
 X                     = -.5100E-02
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  575.2
 RHO ref hw            = 0.7966
 TAU wall preston      =  122.9
 P wall mean flow      = 0.2300E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1557
0.1493E-02     0.1528
0.2966E-02     0.1512         0.7543          1.625         0.7974         0.6010E-02     0.1545E-02
0.4438E-02     0.1494         0.8046          1.807         0.7398         0.4656E-02     0.1374E-02
0.5915E-02     0.1425         0.8352          1.930         0.7201         0.3621E-02     0.1187E-02
0.7359E-02     0.1459         0.8517          2.004         0.7168         0.3462E-02     0.1217E-02
0.8805E-02     0.1432         0.8760          2.114         0.7134         0.2908E-02     0.1132E-02
0.1027E-01     0.1397         0.8904          2.182         0.7116         0.2542E-02     0.1053E-02
0.1173E-01     0.1381         0.9058          2.260         0.7119         0.2258E-02     0.1003E-02
0.1319E-01     0.1347         0.9181          2.321         0.7122         0.1997E-02     0.9356E-03
0.1464E-01     0.1329         0.9352          2.414         0.7109         0.1739E-02     0.8798E-03
0.1612E-01     0.1241         0.9458          2.478         0.7116         0.1405E-02     0.7500E-03
0.1757E-01     0.1176         0.9540          2.532         0.7151         0.1184E-02     0.6633E-03
0.1901E-01     0.1042         0.9651          2.598         0.7167         0.8616E-03     0.5090E-03
0.2048E-01     0.8768E-01     0.9746          2.656         0.7173         0.5705E-03     0.3527E-03
0.2194E-01     0.7452E-01     0.9858          2.732         0.7170         0.3780E-03     0.2472E-03
0.2341E-01     0.5421E-01     0.9877          2.757         0.7182         0.1946E-03     0.1297E-03
0.2486E-01     0.3610E-01     0.9914          2.800         0.7190         0.8217E-04     0.5661E-04
0.2630E-01     0.2304E-01     0.9924          2.820         0.7196         0.3275E-04     0.2290E-04
0.2771E-01     0.1855E-01     0.9948          2.842         0.7186         0.2072E-04     0.1469E-04
0.2919E-01     0.1272E-01     0.9965          2.850         0.7173         0.9657E-05     0.6874E-05
0.3066E-01     0.1331E-01     0.9966          2.858         0.7161         0.1048E-04     0.7489E-05
0.3212E-01     0.1212E-01     0.9959          2.859         0.7158         0.8681E-05     0.6205E-05
0.3356E-01     0.1223E-01     0.9962          2.864         0.7158         0.8789E-05     0.6305E-05
0.3501E-01     0.1175E-01     0.9969          2.866         0.7159         0.8097E-05     0.5816E-05
0.3649E-01     0.1232E-01     0.9975          2.866         0.7158         0.8901E-05     0.6394E-05
0.3794E-01     0.1232E-01     0.9973          2.866         0.7151         0.8901E-05     0.6387E-05
0.3938E-01     0.1183E-01     0.9969          2.866         0.7138         0.8207E-05     0.5879E-05
0.4084E-01     0.1160E-01     0.9962          2.862         0.7128         0.7928E-05     0.5654E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N05.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.0000E+00 )
 X                     = -.2500E-02
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  575.0
 RHO ref hw            = 0.7971
 TAU wall preston      =  123.7
 P wall mean flow      = 0.2346E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1531
0.6620E-03     0.1508
0.2165E-02     0.1506
0.3629E-02     0.1478         0.7803          1.715         0.7637         0.5118E-02     0.1433E-02
0.5104E-02     0.1428         0.8203          1.869         0.7279         0.3930E-02     0.1245E-02
0.6567E-02     0.1441         0.8425          1.963         0.7186         0.3554E-02     0.1226E-02
0.8010E-02     0.1448         0.8660          2.069         0.7153         0.3144E-02     0.1199E-02
0.9464E-02     0.1413         0.8820          2.141         0.7124         0.2736E-02     0.1114E-02
0.1093E-01     0.1403         0.8983          2.221         0.7115         0.2444E-02     0.1069E-02
0.1238E-01     0.1379         0.9111          2.286         0.7121         0.2183E-02     0.1012E-02
0.1383E-01     0.1337         0.9269          2.368         0.7119         0.1859E-02     0.9245E-03
0.1530E-01     0.1280         0.9393          2.439         0.7102         0.1566E-02     0.8240E-03
0.1677E-01     0.1233         0.9498          2.504         0.7131         0.1346E-02     0.7496E-03
0.1821E-01     0.1107         0.9594          2.564         0.7159         0.1011E-02     0.5930E-03
0.1966E-01     0.9642E-01     0.9686          2.618         0.7173         0.7208E-03     0.4415E-03
0.2113E-01     0.8276E-01     0.9802          2.693         0.7171         0.4872E-03     0.3158E-03
0.2259E-01     0.6207E-01     0.9859          2.736         0.7175         0.2611E-03     0.1748E-03
0.2405E-01     0.4396E-01     0.9899          2.781         0.7187         0.1245E-03     0.8624E-04
0.2550E-01     0.2929E-01     0.9921          2.812         0.7193         0.5340E-04     0.3785E-04
0.2693E-01     0.2468E-01     0.9932          2.829         0.7194         0.3721E-04     0.2669E-04
0.2836E-01     0.1746E-01     0.9956          2.846         0.7180         0.1827E-04     0.1324E-04
0.2984E-01     0.1300E-01     0.9967          2.854         0.7168         0.1005E-04     0.7308E-05
0.3129E-01     0.1187E-01     0.9963          2.859         0.7159         0.8327E-05     0.6072E-05
0.3276E-01     0.1131E-01     0.9959          2.861         0.7157         0.7546E-05     0.5508E-05
0.3420E-01     0.1134E-01     0.9964          2.866         0.7158         0.7541E-05     0.5526E-05
0.3567E-01     0.1164E-01     0.9973          2.866         0.7159         0.7946E-05     0.5822E-05
0.3713E-01     0.1208E-01     0.9976          2.866         0.7156         0.8558E-05     0.6268E-05
0.3859E-01     0.1167E-01     0.9971          2.866         0.7146         0.7987E-05     0.5842E-05
0.4005E-01     0.1215E-01     0.9967          2.865         0.7132         0.8664E-05     0.6322E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N06.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.0000E+00 )
 X                     = 0.0000E+00
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  573.6
 RHO ref hw            = 0.8010
 TAU wall preston      =  103.9
 P wall mean flow      = 0.3151E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1605
0.1332E-02     0.1669
0.2545E-02     0.1328         0.7368          1.566         0.8256         0.4992E-02     0.1692E-02
0.3791E-02     0.1429         0.7866          1.737         0.7561         0.4651E-02     0.1777E-02
0.4998E-02     0.1380         0.8183          1.861         0.7291         0.3710E-02     0.1567E-02
0.6207E-02     0.1385         0.8385          1.945         0.7194         0.3358E-02     0.1530E-02
0.7406E-02     0.1378         0.8527          2.008         0.7167         0.3070E-02     0.1485E-02
0.8610E-02     0.1388         0.8737          2.103         0.7139         0.2768E-02     0.1463E-02
0.9828E-02     0.1388         0.8849          2.155         0.7120         0.2594E-02     0.1436E-02
0.1104E-01     0.1380         0.8992          2.226         0.7115         0.2350E-02     0.1387E-02
0.1226E-01     0.1326         0.9101          2.281         0.7121         0.2030E-02     0.1259E-02
0.1345E-01     0.1336         0.9210          2.335         0.7121         0.1930E-02     0.1254E-02
0.1465E-01     0.1265         0.9353          2.414         0.7109         0.1575E-02     0.1092E-02
0.1581E-01     0.1231         0.9433          2.463         0.7110         0.1407E-02     0.1016E-02
0.1702E-01     0.1197         0.9509          2.512         0.7138         0.1256E-02     0.9468E-03
0.1824E-01     0.1159         0.9596          2.565         0.7159         0.1107E-02     0.8727E-03
0.1945E-01     0.1079         0.9674          2.611         0.7171         0.9096E-03     0.7443E-03
0.2066E-01     0.9388E-01     0.9761          2.666         0.7173         0.6467E-03     0.5517E-03
0.2187E-01     0.8174E-01     0.9858          2.732         0.7170         0.4551E-03     0.4074E-03
0.2306E-01     0.7063E-01     0.9865          2.744         0.7179         0.3352E-03     0.3032E-03
0.2429E-01     0.5082E-01     0.9903          2.787         0.7188         0.1653E-03     0.1545E-03
0.2550E-01     0.4404E-01     0.9921          2.812         0.7193         0.1207E-03     0.1149E-03
0.2671E-01     0.2972E-01     0.9928          2.825         0.7196         0.5418E-04     0.5209E-04
0.2790E-01     0.2285E-01     0.9952          2.844         0.7184         0.3136E-04     0.3051E-04
0.2911E-01     0.1820E-01     0.9964          2.850         0.7174         0.1978E-04     0.1928E-04
0.3033E-01     0.1502E-01     0.9966          2.856         0.7164         0.1337E-04     0.1308E-04
0.3153E-01     0.1318E-01     0.9962          2.859         0.7159         0.1027E-04     0.1005E-04
0.3272E-01     0.1164E-01     0.9959          2.860         0.7157         0.7995E-05     0.7836E-05
0.3393E-01     0.1204E-01     0.9963          2.866         0.7158         0.8503E-05     0.8366E-05
0.3514E-01     0.1754E-01     0.9970          2.866         0.7159         0.1804E-04     0.1776E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N07.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.5080E-02 )
 X                     = 0.5100E-02
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  580.2
 RHO ref hw            = 0.7828
 TAU wall preston      =  111.5
 P wall mean flow      = 0.3381E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.3524E-02
0.1328E-02     0.1636
0.2784E-02     0.1621         0.7075          1.480         0.9492         0.8290E-02     0.3096E-02
0.4225E-02     0.1567         0.7590          1.643         0.9176         0.6306E-02     0.2805E-02
0.5700E-02     0.1145         0.8041          1.799         0.8000         0.2761E-02     0.1284E-02
0.7138E-02     0.1252         0.8532          1.995         0.7019         0.2577E-02     0.1293E-02
0.8593E-02     0.1373         0.8720          2.086         0.6738         0.2766E-02     0.1457E-02
0.1004E-01     0.1348         0.8952          2.199         0.6668         0.2319E-02     0.1343E-02
0.1151E-01     0.1299         0.9128          2.285         0.6653         0.1938E-02     0.1209E-02
0.1296E-01     0.1304         0.9243          2.347         0.6623         0.1812E-02     0.1188E-02
0.1441E-01     0.1286         0.9349          2.408         0.6618         0.1639E-02     0.1130E-02
0.1588E-01     0.1235         0.9493          2.496         0.6648         0.1362E-02     0.1013E-02
0.1734E-01     0.1195         0.9577          2.550         0.6663         0.1198E-02     0.9318E-03
0.1878E-01     0.1104         0.9708          2.624         0.6671         0.9385E-03     0.7740E-03
0.2024E-01     0.9808E-01     0.9781          2.671         0.6690         0.7021E-03     0.6016E-03
0.2170E-01     0.8301E-01     0.9840          2.722         0.6731         0.4744E-03     0.4249E-03
0.2317E-01     0.6528E-01     0.9901          2.777         0.6750         0.2757E-03     0.2578E-03
0.2462E-01     0.4996E-01     0.9907          2.793         0.6752         0.1587E-03     0.1501E-03
0.2607E-01     0.3130E-01     0.9938          2.823         0.6741         0.6022E-04     0.5811E-04
0.2749E-01     0.2489E-01     0.9957          2.844         0.6747         0.3724E-04     0.3649E-04
0.2894E-01     0.1779E-01     0.9960          2.851         0.6756         0.1887E-04     0.1861E-04
0.3041E-01     0.1326E-01     0.9974          2.860         0.6755         0.1037E-04     0.1030E-04
0.3187E-01     0.1205E-01     0.9979          2.864         0.6748         0.8537E-05     0.8484E-05
0.3333E-01     0.1229E-01     0.9963          2.859         0.6764         0.8926E-05     0.8863E-05
0.3478E-01     0.1195E-01     0.9956          2.859         0.6783         0.8439E-05     0.8403E-05
0.3625E-01     0.1248E-01     0.9957          2.859         0.6799         0.9204E-05     0.9186E-05
0.3771E-01     0.1257E-01     0.9962          2.859         0.6797         0.9338E-05     0.9317E-05
0.3914E-01     0.1301E-01     0.9974          2.864         0.6794         0.9951E-05     0.9958E-05
0.4059E-01     0.1308E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N08.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.1016E-01 )
 X                     = 0.1020E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  578.8
 RHO ref hw            = 0.7868
 TAU wall preston      =  125.8
 P wall mean flow      = 0.3427E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.8213
0.1012E-02     0.1574
0.2456E-02     0.1665
0.3919E-02     0.1692         0.7518          1.623         0.9593         0.7544E-02     0.3469E-02
0.5369E-02     0.1678         0.7857          1.745         0.9406         0.6353E-02     0.3312E-02
0.6818E-02     0.1485         0.8179          1.863         0.9106         0.4281E-02     0.2464E-02
0.8274E-02     0.1225         0.8489          1.991         0.8052         0.2480E-02     0.1441E-02
0.9740E-02     0.1326         0.8834          2.147         0.7100         0.2392E-02     0.1425E-02
0.1118E-01     0.1333         0.9117          2.286         0.6718         0.2038E-02     0.1303E-02
0.1263E-01     0.1284         0.9260          2.365         0.6608         0.1721E-02     0.1157E-02
0.1409E-01     0.1254         0.9405          2.449         0.6561         0.1484E-02     0.1063E-02
0.1557E-01     0.1202         0.9529          2.527         0.6549         0.1245E-02     0.9475E-03
0.1701E-01     0.1153         0.9627          2.590         0.6560         0.1064E-02     0.8523E-03
0.1846E-01     0.1015         0.9725          2.654         0.6582         0.7658E-03     0.6465E-03
0.1992E-01     0.9114E-01     0.9804          2.707         0.6618         0.5816E-03     0.5135E-03
0.2137E-01     0.7406E-01     0.9853          2.738         0.6647         0.3709E-03     0.3364E-03
0.2284E-01     0.5871E-01     0.9892          2.783         0.6665         0.2217E-03     0.2083E-03
0.2429E-01     0.3768E-01     0.9898          2.803         0.6665         0.8930E-04     0.8510E-04
0.2572E-01     0.2965E-01     0.9936          2.828         0.6666         0.5374E-04     0.5217E-04
0.2715E-01     0.1629E-01     0.9951          2.839         0.6665         0.1603E-04     0.1568E-04
0.2862E-01     0.1399E-01     0.9954          2.847         0.6657         0.1172E-04     0.1151E-04
0.3007E-01     0.1204E-01     0.9954          2.851         0.6655         0.8643E-05     0.8510E-05
0.3154E-01     0.1097E-01     0.9951          2.851         0.6664         0.7175E-05     0.7075E-05
0.3299E-01     0.1083E-01     0.9949          2.851         0.6661         0.6993E-05     0.6892E-05
0.3446E-01     0.1123E-01     0.9948          2.851         0.6657         0.7519E-05     0.7406E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N09.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.1016E-01 )
 X                     = 0.1520E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  579.5
 RHO ref hw            = 0.7849
 TAU wall preston      =  136.0
 P wall mean flow      = 0.3496E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1534
0.1575E-02     0.1641
0.3024E-02     0.1613         0.7188          1.515         0.9693         0.7857E-02     0.3246E-02
0.4487E-02     0.1613         0.7637          1.666         0.9541         0.6491E-02     0.3192E-02
0.5938E-02     0.1677         0.7993          1.794         0.9311         0.5965E-02     0.3318E-02
0.7385E-02     0.1613         0.8257          1.895         0.8840         0.4855E-02     0.2861E-02
0.8837E-02     0.1561         0.8634          2.054         0.7609         0.3720E-02     0.2218E-02
0.1029E-01     0.1266         0.8949          2.202         0.6887         0.2039E-02     0.1264E-02
0.1175E-01     0.1218         0.9207          2.335         0.6654         0.1605E-02     0.1081E-02
0.1321E-01     0.1278         0.9339          2.409         0.6584         0.1616E-02     0.1147E-02
0.1466E-01     0.1217         0.9453          2.479         0.6556         0.1349E-02     0.1010E-02
0.1613E-01     0.1169         0.9551          2.542         0.6553         0.1157E-02     0.9096E-03
0.1758E-01     0.1043         0.9671          2.619         0.6565         0.8420E-03     0.7042E-03
0.1905E-01     0.9145E-01     0.9755          2.675         0.6597         0.6074E-03     0.5323E-03
0.2051E-01     0.8101E-01     0.9835          2.727         0.6630         0.4495E-03     0.4114E-03
0.2196E-01     0.6012E-01     0.9859          2.749         0.6658         0.2414E-03     0.2255E-03
0.2343E-01     0.4431E-01     0.9896          2.793         0.6665         0.1248E-03     0.1205E-03
0.2489E-01     0.3465E-01     0.9917          2.816         0.6665         0.7439E-04     0.7302E-04
0.2633E-01     0.1999E-01     0.9944          2.834         0.6667         0.2429E-04     0.2414E-04
0.2776E-01     0.1560E-01     0.9953          2.843         0.6661         0.1464E-04     0.1463E-04
0.2923E-01     0.1331E-01     0.9955          2.849         0.6654         0.1058E-04     0.1061E-04
0.3069E-01     0.1164E-01     0.9953          2.851         0.6659         0.8078E-05     0.8119E-05
0.3215E-01     0.1219E-01     0.9950          2.851         0.6664         0.8859E-05     0.8911E-05
0.3360E-01     0.1126E-01     0.9948          2.851         0.6660         0.7559E-05     0.7599E-05
0.3506E-01     0.1144E-01     0.9949          2.851         0.6655         0.7803E-05     0.7838E-05
0.3654E-01     0.1074E-01     0.9953          2.852         0.6650         0.6871E-05     0.6901E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N10.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.2540E-01 )
 X                     = 0.2030E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  572.0
 RHO ref hw            = 0.8056
 TAU wall preston      =  145.2
 P wall mean flow      = 0.3565E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.9537E-01
0.1010E-03     0.1656
0.9959E-03     0.1755
0.2224E-02     0.1633
0.3420E-02     0.1663         0.7284          1.549         0.9677         0.8001E-02     0.3518E-02
0.4637E-02     0.1610         0.7607          1.659         0.9614         0.6520E-02     0.3269E-02
0.5865E-02     0.1584         0.7921          1.771         0.9494         0.5478E-02     0.3088E-02
0.7061E-02     0.1551         0.8126          1.852         0.9427         0.4739E-02     0.2901E-02
0.8269E-02     0.1563         0.8413          1.967         0.9383         0.4163E-02     0.2861E-02
0.9475E-02     0.1534         0.8591          2.037         0.9314         0.3673E-02     0.2687E-02
0.1069E-01     0.1447         0.8799          2.137         0.9276         0.2885E-02     0.2314E-02
0.1191E-01     0.1285         0.8987          2.227         0.9159         0.2035E-02     0.1751E-02
0.1312E-01     0.1086         0.9149          2.308         0.8974         0.1317E-02     0.1193E-02
0.1433E-01     0.1063         0.9261          2.367         0.8358         0.1176E-02     0.1043E-02
0.1555E-01     0.9605E-01     0.9491          2.497         0.7231         0.8228E-03     0.7026E-03
0.1678E-01     0.8486E-01     0.9668          2.608         0.6671         0.5644E-03     0.4851E-03
0.1798E-01     0.7461E-01     0.9789          2.700         0.6399         0.3929E-03     0.3471E-03
0.1920E-01     0.5970E-01     0.9860          2.754         0.6318         0.2366E-03     0.2148E-03
0.2041E-01     0.4321E-01     0.9914          2.791         0.6303         0.1190E-03     0.1106E-03
0.2164E-01     0.3425E-01     0.9937          2.819         0.6297         0.7248E-04     0.6866E-04
0.2285E-01     0.2701E-01     0.9938          2.830         0.6286         0.4454E-04     0.4245E-04
0.2407E-01     0.2050E-01     0.9962          2.856         0.6286         0.2490E-04     0.2419E-04
0.2528E-01     0.1450E-01     0.9966          2.866         0.6289         0.1233E-04     0.1206E-04
0.2649E-01     0.1585E-01     0.9970          2.866         0.6288         0.1473E-04     0.1441E-04
0.2767E-01     0.1089E-01     0.9981          2.869         0.6278         0.6929E-05     0.6782E-05
0.2888E-01     0.1038E-01     0.9985          2.873         0.6259         0.6270E-05     0.6135E-05
0.3011E-01     0.1059E-01
0.3133E-01     0.9818E-02
0.3255E-01     0.1054E-01
0.3376E-01     0.9893E-02
0.3498E-01     0.9600E-02

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N11.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.2540E-01 )
 X                     = 0.2540E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  573.5
 RHO ref hw            = 0.8015
 TAU wall preston      =  154.3
 P wall mean flow      = 0.3565E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.4418E-02
0.8733E-03     0.1261
0.2305E-02     0.1463
0.3769E-02     0.1585         0.7362          1.575         0.9656         0.7033E-02     0.3190E-02
0.5215E-02     0.1597         0.7738          1.705         0.9564         0.6054E-02     0.3187E-02
0.6655E-02     0.1652         0.8090          1.836         0.9432         0.5483E-02     0.3302E-02
0.8111E-02     0.1564         0.8378          1.953         0.9393         0.4241E-02     0.2877E-02
0.9576E-02     0.1575         0.8612          2.046         0.9312         0.3824E-02     0.2824E-02
0.1102E-01     0.1585         0.8856          2.165         0.9251         0.3345E-02     0.2745E-02
0.1247E-01     0.1544         0.9102          2.285         0.9088         0.2739E-02     0.2461E-02
0.1394E-01     0.1342         0.9198          2.334         0.8633         0.1951E-02     0.1737E-02
0.1540E-01     0.1158         0.9464          2.482         0.7333         0.1218E-02     0.1042E-02
0.1685E-01     0.1013         0.9679          2.615         0.6650         0.7976E-03     0.6871E-03
0.1832E-01     0.8682E-01     0.9811          2.719         0.6359         0.5208E-03     0.4636E-03
0.1978E-01     0.7415E-01     0.9890          2.774         0.6308         0.3572E-03     0.3283E-03
0.2124E-01     0.5685E-01     0.9932          2.811         0.6300         0.2015E-03     0.1899E-03
0.2269E-01     0.3682E-01     0.9937          2.828         0.6288         0.8289E-04     0.7894E-04
0.2415E-01     0.2860E-01     0.9962          2.857         0.6286         0.4843E-04     0.4707E-04
0.2558E-01     0.1835E-01     0.9967          2.866         0.6289         0.1975E-04     0.1932E-04
0.2703E-01     0.1524E-01     0.9975          2.866         0.6285         0.1362E-04     0.1332E-04
0.2849E-01     0.1280E-01     0.9986          2.873         0.6266         0.9535E-05     0.9339E-05
0.2994E-01     0.1116E-01
0.3139E-01     0.1098E-01
0.3285E-01     0.1072E-01
0.3432E-01     0.1105E-01
0.3578E-01     0.1077E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N12.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = 0.2540E-01 )
 X                     = 0.3050E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  582.6
 RHO ref hw            = 0.7765
 TAU wall preston      =  159.9
 P wall mean flow      = 0.3623E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.8417E-01
0.9569E-03     0.1592
0.2179E-02     0.1696
0.3385E-02     0.1732         0.7273          1.545         0.9679         0.8717E-02     0.3878E-02
0.4594E-02     0.1671         0.7595          1.655         0.9618         0.7060E-02     0.3580E-02
0.5827E-02     0.1649         0.7913          1.768         0.9497         0.5958E-02     0.3404E-02
0.7031E-02     0.1621         0.8124          1.851         0.9428         0.5184E-02     0.3221E-02
0.8228E-02     0.1545         0.8406          1.964         0.9385         0.4082E-02     0.2843E-02
0.9447E-02     0.1542         0.8587          2.035         0.9316         0.3719E-02     0.2761E-02
0.1066E-01     0.1443         0.8794          2.135         0.9278         0.2877E-02     0.2340E-02
0.1188E-01     0.1481         0.8983          2.225         0.9162         0.2710E-02     0.2366E-02
0.1310E-01     0.1395         0.9147          2.308         0.8978         0.2175E-02     0.2001E-02
0.1430E-01     0.1307         0.9256          2.364         0.8390         0.1784E-02     0.1610E-02
0.1552E-01     0.1241         0.9486          2.494         0.7249         0.1378E-02     0.1196E-02
0.1676E-01     0.9481E-01     0.9665          2.606         0.6677         0.7061E-03     0.6163E-03
0.1796E-01     0.7375E-01     0.9787          2.699         0.6402         0.3843E-03     0.3449E-03
0.1917E-01     0.5906E-01     0.9859          2.754         0.6319         0.2317E-03     0.2136E-03
0.2039E-01     0.4957E-01     0.9914          2.791         0.6303         0.1566E-03     0.1479E-03
0.2161E-01     0.3852E-01     0.9937          2.818         0.6297         0.9170E-04     0.8826E-04
0.2282E-01     0.2882E-01     0.9938          2.829         0.6287         0.5072E-04     0.4912E-04
0.2405E-01     0.1966E-01     0.9962          2.856         0.6286         0.2291E-04     0.2261E-04
0.2525E-01     0.1533E-01     0.9966          2.866         0.6289         0.1378E-04     0.1370E-04
0.2645E-01     0.1295E-01     0.9970          2.866         0.6289         0.9835E-05     0.9775E-05
0.2764E-01     0.1246E-01     0.9981          2.869         0.6279         0.9073E-05     0.9023E-05
0.2885E-01     0.1194E-01     0.9985          2.873         0.6260         0.8297E-05     0.8249E-05
0.3008E-01     0.1059E-01
0.3129E-01     0.1050E-01
0.3252E-01     0.1045E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N13.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.4572E-01 )
 X                     = 0.3560E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  570.8
 RHO ref hw            = 0.8088
 TAU wall preston      =  163.8
 P wall mean flow      = 0.3680E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1254
0.1550E-02     0.1715         0.6520          1.318         0.9933         0.1133E-01     0.3824E-02
0.3030E-02     0.1876         0.7018          1.467         0.9873         0.1129E-01     0.4687E-02
0.4480E-02     0.1898         0.7311          1.563         0.9876         0.1024E-01     0.4829E-02
0.5929E-02     0.1819         0.7654          1.680         0.9823         0.8103E-02     0.4394E-02
0.7379E-02     0.1762         0.7997          1.802         0.9757         0.6518E-02     0.4035E-02
0.8845E-02     0.1704         0.8235          1.892         0.9707         0.5437E-02     0.3693E-02
0.1030E-01     0.1639         0.8488          1.995         0.9686         0.4415E-02     0.3328E-02
0.1176E-01     0.1556         0.8674          2.080         0.9655         0.3580E-02     0.2923E-02
0.1323E-01     0.1436         0.8839          2.154         0.9634         0.2782E-02     0.2430E-02
0.1470E-01     0.1304         0.9020          2.241         0.9628         0.2062E-02     0.1948E-02
0.1615E-01     0.1171         0.9193          2.334         0.9621         0.1484E-02     0.1521E-02
0.1760E-01     0.1193         0.9307          2.400         0.9579         0.1424E-02     0.1536E-02
0.1906E-01     0.6655E-01     0.9452          2.490         0.9284         0.3985E-03     0.4483E-03
0.2051E-01     0.4304E-01     0.9631          2.613         0.7959         0.1445E-03     0.1534E-03
0.2197E-01     0.3065E-01     0.9812          2.738         0.6511         0.6354E-04     0.6061E-04
0.2342E-01     0.2121E-01
0.2483E-01     0.1523E-01
0.2627E-01     0.1341E-01
0.2774E-01     0.1348E-01
0.2920E-01     0.1285E-01
0.3066E-01     0.1328E-01
0.3211E-01     0.1276E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N14.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.4572E-01 )
 X                     = 0.4570E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  571.1
 RHO ref hw            = 0.8082
 TAU wall preston      =  172.6
 P wall mean flow      = 0.3795E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1978
0.4100E-03     0.1735
0.1851E-02     0.1959         0.6666          1.360         0.9911         0.1406E-01     0.5192E-02
0.3295E-02     0.2139         0.7084          1.488         0.9873         0.1429E-01     0.6298E-02
0.4749E-02     0.2081         0.7368          1.582         0.9868         0.1201E-01     0.5982E-02
0.6214E-02     0.1982         0.7722          1.704         0.9809         0.9341E-02     0.5361E-02
0.7670E-02     0.1846         0.8099          1.840         0.9745         0.6817E-02     0.4533E-02
0.9110E-02     0.1777         0.8284          1.911         0.9702         0.5770E-02     0.4122E-02
0.1058E-01     0.1667         0.8549          2.022         0.9679         0.4418E-02     0.3524E-02
0.1203E-01     0.1577         0.8710          2.096         0.9652         0.3604E-02     0.3081E-02
0.1348E-01     0.1509         0.8881          2.174         0.9630         0.2998E-02     0.2750E-02
0.1495E-01     0.1301         0.9053          2.258         0.9627         0.2009E-02     0.1988E-02
0.1641E-01     0.1107         0.9216          2.348         0.9616         0.1306E-02     0.1395E-02
0.1788E-01     0.8642E-01     0.9326          2.412         0.9558         0.7365E-03     0.8257E-03
0.1933E-01     0.7248E-01     0.9503          2.522         0.9119         0.4549E-03     0.5320E-03
0.2078E-01     0.1148         0.9663          2.635         0.7678         0.1001E-02     0.1076E-02
0.2220E-01     0.4815E-01     0.9868          2.778         0.6300         0.1499E-03     0.1469E-03
0.2365E-01     0.1605E-01
0.2511E-01     0.1337E-01
0.2657E-01     0.1229E-01
0.2802E-01     0.1092E-01
0.2947E-01     0.1134E-01
0.3094E-01     0.1078E-01
0.3239E-01     0.1085E-01
0.3382E-01     0.1046E-01
0.3527E-01     0.1075E-01
0.3674E-01     0.1160E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N15.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.4572E-01 )
 X                     = 0.5590E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  573.9
 RHO ref hw            = 0.8002
 TAU wall preston      =  179.6
 P wall mean flow      = 0.3864E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1377
0.1410E-03     0.1349
0.1584E-02     0.1717         0.6532          1.322         0.9930         0.1131E-01     0.4027E-02
0.3037E-02     0.1816         0.7020          1.467         0.9873         0.1057E-01     0.4612E-02
0.4500E-02     0.1922         0.7315          1.565         0.9875         0.1048E-01     0.5199E-02
0.5956E-02     0.1856         0.7661          1.683         0.9821         0.8412E-02     0.4801E-02
0.7412E-02     0.1887         0.8017          1.809         0.9755         0.7405E-02     0.4853E-02
0.8871E-02     0.1804         0.8239          1.894         0.9707         0.6079E-02     0.4344E-02
0.1035E-01     0.1689         0.8499          2.000         0.9685         0.4661E-02     0.3706E-02
0.1182E-01     0.1567         0.8682          2.083         0.9655         0.3615E-02     0.3109E-02
0.1327E-01     0.1453         0.8845          2.157         0.9633         0.2837E-02     0.2610E-02
0.1473E-01     0.1307         0.9024          2.243         0.9628         0.2067E-02     0.2054E-02
0.1619E-01     0.1107         0.9196          2.336         0.9620         0.1323E-02     0.1426E-02
0.1765E-01     0.8192E-01     0.9310          2.402         0.9577         0.6696E-03     0.7596E-03
0.1911E-01     0.6232E-01     0.9462          2.496         0.9255         0.3469E-03     0.4105E-03
0.2056E-01     0.4521E-01     0.9637          2.617         0.7908         0.1587E-03     0.1763E-03
0.2198E-01     0.2846E-01     0.9814          2.739         0.6502         0.5468E-04     0.5476E-04
0.2343E-01     0.8667E-01
0.2490E-01     0.7790E-01
0.2635E-01     0.1725E-01
0.2782E-01     0.1111E-01
0.2927E-01     0.1168E-01
0.3074E-01     0.1182E-01
0.3220E-01     0.1148E-01
0.3366E-01     0.1121E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N16.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.6604E-01 )
 X                     = 0.6600E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  575.4
 RHO ref hw            = 0.7962
 TAU wall preston      =  181.0
 P wall mean flow      = 0.3910E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1532
0.9680E-03     0.1528         0.6507          1.300         0.9635         0.9202E-02     0.3110E-02
0.2430E-02     0.1602         0.7011          1.447         0.9640         0.8434E-02     0.3537E-02
0.3874E-02     0.1756         0.7247          1.529         0.9657         0.9145E-02     0.4289E-02
0.5317E-02     0.1735         0.7598          1.642         0.9664         0.7745E-02     0.4189E-02
0.6773E-02     0.1769         0.7857          1.727         0.9636         0.7220E-02     0.4312E-02
0.8239E-02     0.1742         0.8099          1.819         0.9645         0.6229E-02     0.4131E-02
0.9697E-02     0.1684         0.8364          1.923         0.9658         0.5107E-02     0.3787E-02
0.1116E-01     0.1629         0.8570          2.010         0.9668         0.4284E-02     0.3474E-02
0.1262E-01     0.1469         0.8791          2.108         0.9671         0.3083E-02     0.2750E-02
0.1408E-01     0.1356         0.8962          2.191         0.9665         0.2369E-02     0.2283E-02
0.1553E-01     0.1210         0.9123          2.276         0.9660         0.1700E-02     0.1767E-02
0.1698E-01     0.1037         0.9268          2.351         0.9652         0.1140E-02     0.1264E-02
0.1843E-01     0.7229E-01     0.9385          2.415         0.9627         0.5136E-03     0.5989E-03
0.1989E-01     0.4578E-01     0.9440          2.459         0.9604         0.1956E-03     0.2358E-03
0.2136E-01     0.2931E-01     0.9477          2.491         0.9583         0.7717E-04     0.9531E-04
0.2282E-01     0.2025E-01     0.9515          2.514         0.9567         0.3585E-04     0.4503E-04
0.2424E-01     0.1827E-01     0.9535          2.530         0.9513         0.2865E-04     0.3623E-04
0.2567E-01     0.2034E-01     0.9585          2.570         0.9191         0.3390E-04     0.4274E-04
0.2715E-01     0.1025         0.9705          2.655         0.7831         0.7802E-03     0.8946E-03
0.2860E-01     0.4897E-01      1.003          2.893         0.5704         0.1365E-03     0.1354E-03
0.3006E-01     0.1144E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N17.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.6604E-01 )
 X                     = 0.7620E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  571.5
 RHO ref hw            = 0.8068
 TAU wall preston      =  189.0
 P wall mean flow      = 0.3910E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1000
0.8785E-03     0.1559         0.6450          1.284         0.9631         0.9756E-02     0.3219E-02
0.2341E-02     0.1601         0.6994          1.442         0.9639         0.8484E-02     0.3530E-02
0.3810E-02     0.1674         0.7230          1.523         0.9656         0.8375E-02     0.3897E-02
0.5250E-02     0.1805         0.7588          1.639         0.9665         0.8415E-02     0.4535E-02
0.6697E-02     0.1814         0.7845          1.723         0.9638         0.7634E-02     0.4537E-02
0.8166E-02     0.1871         0.8087          1.814         0.9645         0.7232E-02     0.4769E-02
0.9627E-02     0.1729         0.8353          1.919         0.9657         0.5411E-02     0.3996E-02
0.1107E-01     0.1713         0.8561          2.006         0.9668         0.4760E-02     0.3845E-02
0.1253E-01     0.1599         0.8787          2.106         0.9671         0.3662E-02     0.3261E-02
0.1399E-01     0.1492         0.8954          2.187         0.9665         0.2884E-02     0.2768E-02
0.1545E-01     0.1343         0.9119          2.274         0.9660         0.2100E-02     0.2179E-02
0.1691E-01     0.1137         0.9258          2.346         0.9653         0.1379E-02     0.1522E-02
0.1836E-01     0.9240E-01     0.9378          2.411         0.9628         0.8430E-03     0.9799E-03
0.1977E-01     0.6686E-01     0.9434          2.454         0.9606         0.4194E-03     0.5040E-03
0.2122E-01     0.3842E-01     0.9475          2.489         0.9585         0.1329E-03     0.1639E-03
0.2269E-01     0.2950E-01     0.9511          2.512         0.9569         0.7628E-04     0.9565E-04
0.2415E-01     0.1866E-01     0.9534          2.529         0.9517         0.2993E-04     0.3783E-04
0.2561E-01     0.1866E-01     0.9582          2.568         0.9212         0.2861E-04     0.3608E-04
0.2706E-01     0.1804E-01     0.9708          2.657         0.7939         0.2413E-04     0.2808E-04
0.2853E-01     0.2026E-01      1.001          2.876         0.5785         0.2381E-04     0.2366E-04
0.2999E-01     0.2594E-01
0.3142E-01     0.1106
0.3287E-01     0.1744E-01
0.3433E-01     0.1281E-01
0.3578E-01     0.1346E-01
0.3726E-01     0.1214E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N18.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.6604E-01 )
 X                     = 0.8640E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  576.6
 RHO ref hw            = 0.7927
 TAU wall preston      =  191.4
 P wall mean flow      = 0.3933E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.9619E-01
0.1465E-02     0.1646         0.6731          1.362         0.9638         0.9894E-02     0.3696E-02
0.2906E-02     0.1683         0.7109          1.479         0.9645         0.8945E-02     0.3944E-02
0.4364E-02     0.1808         0.7392          1.578         0.9663         0.9113E-02     0.4583E-02
0.5826E-02     0.1902         0.7694          1.671         0.9655         0.8961E-02     0.5050E-02
0.7277E-02     0.1897         0.7939          1.758         0.9639         0.7989E-02     0.4970E-02
0.8734E-02     0.1849         0.8200          1.858         0.9650         0.6681E-02     0.4650E-02
0.1019E-01     0.1777         0.8441          1.955         0.9662         0.5459E-02     0.4212E-02
0.1166E-01     0.1720         0.8642          2.041         0.9669         0.4591E-02     0.3864E-02
0.1311E-01     0.1609         0.8818          2.120         0.9670         0.3642E-02     0.3307E-02
0.1456E-01     0.1452         0.9010          2.216         0.9662         0.2634E-02     0.2612E-02
0.1601E-01     0.1279         0.9151          2.291         0.9660         0.1867E-02     0.1977E-02
0.1746E-01     0.1064         0.9308          2.372         0.9644         0.1171E-02     0.1328E-02
0.1893E-01     0.7954E-01     0.9419          2.437         0.9618         0.6058E-03     0.7229E-03
0.2039E-01     0.5363E-01     0.9467          2.479         0.9597         0.2621E-03     0.3229E-03
0.2182E-01     0.4043E-01     0.9488          2.498         0.9578         0.1456E-03     0.1819E-03
0.2324E-01     0.2251E-01     0.9524          2.520         0.9558         0.4399E-04     0.5579E-04
0.2472E-01     0.1669E-01     0.9542          2.537         0.9490         0.2371E-04     0.3026E-04
0.2617E-01     0.1505E-01     0.9627          2.600         0.8885         0.1793E-04     0.2249E-04
0.2763E-01     0.1405E-01     0.9736          2.679         0.7027         0.1427E-04     0.1503E-04
0.2908E-01     0.1493E-01
0.3054E-01     0.1620E-01
0.3201E-01     0.1878E-01
0.3347E-01     0.8689E-01
0.3490E-01     0.4780E-01
0.3636E-01     0.1062E-01
0.3781E-01     0.1129E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N19.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.6604E-01 )
 X                     = 0.9650E-01
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  569.2
 RHO ref hw            = 0.8134
 TAU wall preston      =  199.6
 P wall mean flow      = 0.3956E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1144
0.9463E-03     0.1707         0.6493          1.296         0.9634         0.1154E-01     0.3922E-02
0.2381E-02     0.1674         0.7001          1.444         0.9639         0.9247E-02     0.3906E-02
0.3844E-02     0.1796         0.7239          1.526         0.9656         0.9600E-02     0.4539E-02
0.5318E-02     0.1887         0.7598          1.642         0.9664         0.9161E-02     0.5014E-02
0.6775E-02     0.1926         0.7857          1.728         0.9636         0.8557E-02     0.5171E-02
0.8209E-02     0.1940         0.8094          1.817         0.9645         0.7747E-02     0.5185E-02
0.9682E-02     0.1844         0.8361          1.922         0.9658         0.6130E-02     0.4595E-02
0.1114E-01     0.1807         0.8568          2.009         0.9668         0.5276E-02     0.4326E-02
0.1258E-01     0.1714         0.8789          2.107         0.9671         0.4202E-02     0.3789E-02
0.1405E-01     0.1576         0.8960          2.190         0.9665         0.3206E-02     0.3122E-02
0.1550E-01     0.1410         0.9122          2.275         0.9660         0.2311E-02     0.2429E-02
0.1697E-01     0.1190         0.9266          2.351         0.9652         0.1503E-02     0.1684E-02
0.1842E-01     0.9377E-01     0.9384          2.415         0.9627         0.8646E-03     0.1020E-02
0.1986E-01     0.6295E-01     0.9439          2.458         0.9604         0.3703E-03     0.4513E-03
0.2128E-01     0.4370E-01     0.9475          2.490         0.9584         0.1718E-03     0.2145E-03
0.2273E-01     0.2750E-01     0.9512          2.513         0.9568         0.6624E-04     0.8408E-04
0.2421E-01     0.1952E-01     0.9535          2.530         0.9515         0.3272E-04     0.4186E-04
0.2566E-01     0.1491E-01     0.9585          2.569         0.9194         0.1822E-04     0.2324E-04
0.2711E-01     0.1482E-01     0.9706          2.656         0.7879         0.1630E-04     0.1903E-04
0.2856E-01     0.1460E-01      1.002          2.883         0.5750         0.1227E-04     0.1232E-04
0.3003E-01     0.1467E-01
0.3150E-01     0.1467E-01
0.3293E-01     0.1466E-01
0.3438E-01     0.1580E-01
0.3585E-01     0.1894E-01
0.3729E-01     0.1236
0.3874E-01     0.1669E-01
0.4020E-01     0.1189E-01
0.4163E-01     0.1165E-01
0.4309E-01     0.1480E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N20.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.1372     )
 X                     = 0.1067
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  565.1
 RHO ref hw            = 0.8253
 TAU wall preston      =  198.0
 P wall mean flow      = 0.3979E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1180
0.8012E-03     0.1975         0.6636          1.347          1.003         0.1451E-01     0.5583E-02
0.2289E-02     0.1894         0.7229          1.523         0.9943         0.1073E-01     0.5227E-02
0.3741E-02     0.1897         0.7461          1.602         0.9942         0.9734E-02     0.5250E-02
0.5175E-02     0.1821         0.7681          1.674         0.9898         0.8192E-02     0.4800E-02
0.6635E-02     0.1971         0.7865          1.744         0.9824         0.8773E-02     0.5542E-02
0.8106E-02     0.1949         0.8078          1.824         0.9780         0.7751E-02     0.5331E-02
0.9564E-02     0.1807         0.8316          1.914         0.9771         0.5943E-02     0.4498E-02
0.1101E-01     0.1765         0.8520          2.000         0.9759         0.5092E-02     0.4200E-02
0.1247E-01     0.1659         0.8645          2.058         0.9765         0.4184E-02     0.3656E-02
0.1392E-01     0.1543         0.8855          2.151         0.9769         0.3222E-02     0.3079E-02
0.1536E-01     0.1297         0.9032          2.235         0.9764         0.2055E-02     0.2118E-02
0.1682E-01     0.1114         0.9164          2.302         0.9758         0.1398E-02     0.1527E-02
0.1827E-01     0.9433E-01     0.9256          2.354         0.9763         0.9405E-03     0.1075E-02
0.1969E-01     0.6860E-01     0.9323          2.394         0.9809         0.4742E-03     0.5634E-03
0.2113E-01     0.4481E-01     0.9369          2.423         0.9854         0.1954E-03     0.2390E-03
0.2260E-01     0.2792E-01     0.9398          2.446         0.9892         0.7386E-04     0.9238E-04
0.2406E-01     0.1783E-01     0.9432          2.471         0.9890         0.2925E-04     0.3732E-04
0.2552E-01     0.1413E-01     0.9456          2.488         0.9870         0.1800E-04     0.2324E-04
0.2697E-01     0.1383E-01     0.9442          2.484         0.9821         0.1733E-04     0.2219E-04
0.2844E-01     0.1264E-01     0.9461          2.500         0.9756         0.1419E-04     0.1830E-04
0.2990E-01     0.1312E-01     0.9461          2.500         0.9719         0.1530E-04     0.1965E-04
0.3136E-01     0.1284E-01
0.3280E-01     0.1308E-01
0.3426E-01     0.1455E-01
0.3571E-01     0.1433E-01
0.3716E-01     0.1509E-01
0.3861E-01     0.1512E-01
0.4006E-01     0.6353E-01
0.4151E-01     0.2985E-01
0.4297E-01     0.1149E-01
0.4444E-01     0.1283E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N21.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.1372     )
 X                     = 0.1168
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  578.0
 RHO ref hw            = 0.7890
 TAU wall preston      =  202.2
 P wall mean flow      = 0.3991E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1612
0.1577E-02     0.1576         0.7065          1.471         0.9971         0.7922E-02     0.3624E-02
0.3027E-02     0.1661         0.7356          1.569         0.9952         0.7787E-02     0.4041E-02
0.4467E-02     0.1741         0.7578          1.637         0.9923         0.7840E-02     0.4421E-02
0.5935E-02     0.1806         0.7779          1.712         0.9861         0.7677E-02     0.4702E-02
0.7404E-02     0.1838         0.8008          1.798         0.9784         0.7127E-02     0.4777E-02
0.8854E-02     0.1854         0.8190          1.866         0.9779         0.6651E-02     0.4800E-02
0.1031E-01     0.1777         0.8428          1.960         0.9763         0.5424E-02     0.4313E-02
0.1177E-01     0.1663         0.8613          2.042         0.9762         0.4289E-02     0.3700E-02
0.1323E-01     0.1558         0.8725          2.092         0.9769         0.3534E-02     0.3204E-02
0.1469E-01     0.1470         0.8978          2.208         0.9767         0.2728E-02     0.2753E-02
0.1615E-01     0.1242         0.9111          2.274         0.9761         0.1796E-02     0.1922E-02
0.1757E-01     0.1004         0.9206          2.325         0.9755         0.1103E-02     0.1233E-02
0.1902E-01     0.8377E-01     0.9252          2.354         0.9782         0.7414E-03     0.8522E-03
0.2049E-01     0.5332E-01     0.9348          2.409         0.9835         0.2813E-03     0.3404E-03
0.2195E-01     0.3602E-01     0.9395          2.441         0.9879         0.1236E-03     0.1543E-03
0.2341E-01     0.2407E-01     0.9420          2.462         0.9894         0.5386E-04     0.6846E-04
0.2486E-01     0.1514E-01     0.9446          2.481         0.9881         0.2084E-04     0.2687E-04
0.2634E-01     0.1292E-01     0.9450          2.487         0.9844         0.1507E-04     0.1944E-04
0.2780E-01     0.1287E-01     0.9451          2.492         0.9785         0.1486E-04     0.1914E-04
0.2924E-01     0.1235E-01     0.9464          2.503         0.9732         0.1351E-04     0.1746E-04
0.3069E-01     0.1183E-01
0.3215E-01     0.1176E-01
0.3361E-01     0.1187E-01
0.3506E-01     0.1254E-01
0.3652E-01     0.1311E-01
0.3796E-01     0.1385E-01
0.3942E-01     0.1492E-01
0.4089E-01     0.1551E-01
0.4235E-01     0.2104E-01
0.4380E-01     0.7220E-01
0.4527E-01     0.1154E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N22.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.1372     )
 X                     = 0.1270
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  570.3
 RHO ref hw            = 0.8104
 TAU wall preston      =  202.2
 P wall mean flow      = 0.4002E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.2085
0.3300E-03     0.1548
0.1790E-02     0.1544         0.7137          1.493         0.9956         0.7402E-02     0.3491E-02
0.3250E-02     0.1595         0.7374          1.576         0.9953         0.7117E-02     0.3738E-02
0.4720E-02     0.1697         0.7617          1.650         0.9915         0.7327E-02     0.4206E-02
0.6180E-02     0.1732         0.7809          1.723         0.9848         0.6958E-02     0.4326E-02
0.7610E-02     0.1726         0.8029          1.806         0.9783         0.6223E-02     0.4219E-02
0.9020E-02     0.1807         0.8218          1.877         0.9779         0.6234E-02     0.4564E-02
0.1049E-01     0.1820         0.8450          1.970         0.9762         0.5622E-02     0.4526E-02
0.1194E-01     0.1742         0.8621          2.046         0.9763         0.4684E-02     0.4067E-02
0.1341E-01     0.1677         0.8744          2.101         0.9770         0.4053E-02     0.3714E-02
0.1486E-01     0.1522         0.8995          2.216         0.9767         0.2894E-02     0.2952E-02
0.1632E-01     0.1365         0.9131          2.285         0.9761         0.2142E-02     0.2320E-02
0.1778E-01     0.1165         0.9231          2.339         0.9756         0.1461E-02     0.1657E-02
0.1924E-01     0.9191E-01     0.9275          2.367         0.9791         0.8787E-03     0.1025E-02
0.2067E-01     0.6937E-01     0.9349          2.411         0.9841         0.4753E-03     0.5779E-03
0.2212E-01     0.4709E-01     0.9394          2.441         0.9885         0.2113E-03     0.2646E-03
0.2358E-01     0.2944E-01     0.9423          2.464         0.9893         0.8036E-04     0.1026E-03
0.2503E-01     0.1710E-01     0.9448          2.482         0.9878         0.2653E-04     0.3434E-04
0.2647E-01     0.1615E-01     0.9449          2.486         0.9839         0.2356E-04     0.3046E-04
0.2792E-01     0.1300E-01     0.9453          2.494         0.9780         0.1514E-04     0.1957E-04
0.2935E-01     0.1222E-01     0.9464          2.502         0.9730         0.1324E-04     0.1714E-04
0.3082E-01     0.1263E-01
0.3230E-01     0.1257E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC08N23.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-8 DEG OFF VERTICAL. X = 0.1372     )
 X                     = 0.1524
 Z                     = -.1270E-01
 M ref                 =  2.870
 U   ref hw            =  571.3
 RHO ref hw            = 0.8074
 TAU wall preston      =  207.5
 P wall mean flow      = 0.4048E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1000E-03     0.1519
0.1300E-02     0.1605         0.6922          1.429         0.9995         0.8659E-02     0.3801E-02
0.2760E-02     0.1616         0.7345          1.563         0.9949         0.7425E-02     0.3879E-02
0.4210E-02     0.1829         0.7535          1.624         0.9931         0.8799E-02     0.4956E-02
0.5640E-02     0.1833         0.7741          1.697         0.9875         0.8058E-02     0.4927E-02
0.7070E-02     0.1838         0.7944          1.774         0.9801         0.7347E-02     0.4872E-02
0.8540E-02     0.1852         0.8137          1.846         0.9779         0.6805E-02     0.4877E-02
0.1000E-01     0.1845         0.8389          1.943         0.9765         0.5972E-02     0.4736E-02
0.1146E-01     0.1812         0.8588          2.030         0.9761         0.5169E-02     0.4469E-02
0.1290E-01     0.1702         0.8690          2.077         0.9767         0.4298E-02     0.3895E-02
0.1437E-01     0.1632         0.8937          2.189         0.9768         0.3440E-02     0.3463E-02
0.1583E-01     0.1454         0.9070          2.254         0.9761         0.2523E-02     0.2690E-02
0.1728E-01     0.1266         0.9172          2.306         0.9753         0.1795E-02     0.2002E-02
0.1872E-01     0.9252E-01     0.9246          2.351         0.9773         0.9086E-03     0.1055E-02
0.2017E-01     0.7514E-01     0.9345          2.407         0.9825         0.5601E-03     0.6856E-03
0.2163E-01     0.5073E-01     0.9398          2.441         0.9869         0.2452E-03     0.3101E-03
0.2307E-01     0.3396E-01     0.9411          2.455         0.9893         0.1081E-03     0.1386E-03
0.2451E-01     0.2264E-01     0.9440          2.477         0.9887         0.4683E-04     0.6107E-04
0.2595E-01     0.1345E-01     0.9456          2.489         0.9858         0.1629E-04     0.2139E-04
0.2740E-01     0.1301E-01     0.9444          2.487         0.9803         0.1528E-04     0.1992E-04
0.2886E-01     0.1235E-01     0.9467          2.505         0.9739         0.1348E-04     0.1771E-04
0.3033E-01     0.1264E-01     0.9458          2.498         0.9711         0.1424E-04     0.1855E-04
0.3177E-01     0.1315E-01
0.3324E-01     0.1265E-01
0.3469E-01     0.1244E-01
0.3614E-01     0.1191E-01

*********************ALPHA=16 DEGREES, INCLINED-WIRE SURVEYS********************

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I01.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.3810E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  569.9
 RHO ref hw            = 0.8249
 TAU wall preston      =  133.8
 P wall mean flow      = 0.2663E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.1469E-02     0.7804          1.675          1.084         -.6922E-03     -.2930E-03
0.3303E-02     -.2336E-02     0.8068          1.771          1.102         -.1036E-02     -.4985E-03
0.4734E-02     -.2322E-02     0.8386          1.890          1.083         -.9559E-03     -.5149E-03
0.6177E-02     -.2357E-02     0.8648          2.000          1.075         -.9067E-03     -.5421E-03
0.7621E-02     -.2464E-02     0.8812          2.069          1.074         -.9084E-03     -.5812E-03
0.9047E-02     -.2260E-02     0.8970          2.144          1.072         -.7960E-03     -.5457E-03
0.1050E-01     -.2015E-02     0.9130          2.219          1.072         -.6785E-03     -.4981E-03
0.1193E-01     -.2197E-02     0.9267          2.290          1.068         -.7094E-03     -.5529E-03
0.1338E-01     -.1803E-02     0.9481          2.400          1.066         -.5458E-03     -.4664E-03
0.1484E-01     -.1713E-02     0.9588          2.467          1.063         -.4988E-03     -.4490E-03
0.1628E-01     -.1308E-02     0.9715          2.536          1.061         -.3659E-03     -.3474E-03
0.1771E-01     -.8849E-03     0.9807          2.600          1.059         -.2390E-03     -.2379E-03
0.1915E-01     -.8535E-03     0.9870          2.649          1.062         -.2242E-03     -.2325E-03
0.2062E-01     -.6056E-03     0.9937          2.701          1.057         -.1546E-03     -.1658E-03
0.2208E-01     -.2859E-03     0.9994          2.750          1.056         -.7103E-04     -.7892E-04
0.2354E-01     -.3834E-03      1.005          2.787          1.059         -.9336E-04     -.1069E-03
0.2500E-01     -.1368E-03      1.004          2.802          1.059         -.3303E-04     -.3821E-04
0.2649E-01     -.1888E-03      1.005          2.809          1.061         -.4542E-04     -.5291E-04
0.2795E-01     -.1116E-03      1.007          2.830          1.065         -.2654E-04     -.3149E-04
0.2941E-01     -.8257E-04      1.006          2.830          1.071         -.1964E-04     -.2344E-04
0.3080E-01     -.2271E-04      1.006          2.831          1.076         -.5400E-05     -.6476E-05
0.3212E-01     -.2889E-05      1.007          2.838          1.070         -.6843E-06     -.8209E-06
0.3359E-01     0.7791E-05
0.3499E-01     0.7177E-05
0.3639E-01     0.5385E-05
0.3779E-01     0.6475E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I02.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.1905E-01 )
 X                     = 0.1270E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  570.4
 RHO ref hw            = 0.8233
 TAU wall preston      =  106.9
 P wall mean flow      = 0.5180E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.6373E-02     0.5606          1.061          1.006         -.4395E-02     -.1346E-02
0.3321E-02     -.6183E-02     0.6220          1.214         0.9894         -.3890E-02     -.1535E-02
0.4758E-02     -.4775E-02     0.6807          1.373         0.9823         -.2722E-02     -.1365E-02
0.6211E-02     -.4901E-02     0.7241          1.499         0.9750         -.2581E-02     -.1531E-02
0.7653E-02     -.5992E-02     0.7645          1.626         0.9699         -.2912E-02     -.2022E-02
0.9102E-02     -.3032E-02     0.7927          1.721         0.9660         -.1388E-02     -.1075E-02
0.1056E-01     0.4412E-02     0.8400          1.900         0.9002         0.1805E-02     0.1588E-02
0.1199E-01     -.1052E-02     0.8906          2.113         0.7225         -.3778E-03     -.3299E-03
0.1342E-01     -.2814E-02     0.9390          2.357         0.5294         -.8736E-03     -.6952E-03
0.1486E-01     -.2457E-02     0.9677          2.537         0.4528         -.6872E-03     -.5422E-03
0.1633E-01     -.2164E-02     0.9827          2.638         0.4302         -.5721E-03     -.4635E-03
0.1779E-01     -.1793E-02     0.9915          2.702         0.4250         -.4575E-03     -.3841E-03
0.1925E-01     -.1349E-02     0.9971          2.743         0.4236         -.3364E-03     -.2903E-03
0.2070E-01     -.1019E-02      1.003          2.791         0.4236         -.2476E-03     -.2211E-03
0.2219E-01     -.8060E-03      1.002          2.799         0.4236         -.1950E-03     -.1752E-03
0.2364E-01     -.4942E-03      1.004          2.814         0.4236         -.1186E-03     -.1077E-03
0.2510E-01     -.3096E-03      1.005          2.827         0.4236         -.7377E-04     -.6761E-04
0.2642E-01     -.1548E-03      1.004          2.830         0.4236         -.3684E-04     -.3383E-04
0.2782E-01     -.7216E-04      1.006          2.836         0.4236         -.1711E-04     -.1578E-04
0.2921E-01     -.6382E-04      1.005          2.832         0.4236         -.1517E-04     -.1395E-04
0.3054E-01     -.3762E-04      1.005          2.834         0.4236         -.8933E-05     -.8224E-05
0.3186E-01     -.3165E-04      1.005          2.837         0.4236         -.7500E-05     -.6922E-05
0.3312E-01     -.2828E-04      1.005          2.837         0.4236         -.6702E-05     -.6185E-05
0.3436E-01     -.2894E-04
0.3571E-01     -.2907E-04
0.3705E-01     -.2611E-04
0.3831E-01     -.2279E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I03.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.1905E-01 )
 X                     = 0.2540E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  581.7
 RHO ref hw            = 0.7918
 TAU wall preston      =  147.3
 P wall mean flow      = 0.5669E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.4874E-02     0.5606          1.061          1.006         -.3362E-02     -.1127E-02
0.3377E-02     -.5368E-02     0.6241          1.220         0.9889         -.3366E-02     -.1466E-02
0.4828E-02     -.5550E-02     0.6830          1.379         0.9818         -.3151E-02     -.1744E-02
0.6271E-02     -.6030E-02     0.7269          1.508         0.9747         -.3159E-02     -.2073E-02
0.7717E-02     -.5898E-02     0.7665          1.633         0.9691         -.2854E-02     -.2185E-02
0.9168E-02     -.5806E-02     0.7947          1.728         0.9649         -.2646E-02     -.2258E-02
0.1061E-01     -.5968E-02     0.8419          1.908         0.8953         -.2430E-02     -.2346E-02
0.1207E-01     -.4702E-02     0.8936          2.126         0.7085         -.1674E-02     -.1589E-02
0.1354E-01     0.4989E-02     0.9430          2.378         0.5176         0.1530E-02     0.1326E-02
0.1497E-01     0.7396E-02     0.9692          2.548         0.4500         0.2057E-02     0.1780E-02
0.1639E-01     -.1166E-02     0.9830          2.640         0.4301         -.3079E-03     -.2733E-03
0.1784E-01     -.1175E-02     0.9918          2.704         0.4248         -.2994E-03     -.2755E-03
0.1933E-01     -.8307E-03     0.9977          2.747         0.4236         -.2067E-03     -.1958E-03
0.2080E-01     -.4379E-03      1.003          2.792         0.4236         -.1063E-03     -.1040E-03
0.2226E-01     -.2695E-03      1.002          2.800         0.4236         -.6515E-04     -.6411E-04
0.2372E-01     -.1625E-03      1.004          2.815         0.4236         -.3899E-04     -.3876E-04
0.2521E-01     -.1055E-03      1.005          2.828         0.4236         -.2512E-04     -.2522E-04
0.2668E-01     -.5747E-04      1.004          2.830         0.4236         -.1367E-04     -.1374E-04
0.2812E-01     -.3005E-04      1.006          2.837         0.4236         -.7122E-05     -.7192E-05
0.2960E-01     -.2641E-04      1.005          2.830         0.4236         -.6283E-05     -.6315E-05
0.3108E-01     -.1742E-04      1.005          2.836         0.4236         -.4131E-05     -.4168E-05
0.3256E-01     -.2400E-04      1.005          2.837         0.4236         -.5688E-05     -.5744E-05
0.3404E-01     -.1574E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I04.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.3810E-01 )
 X                     = 0.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  575.5
 RHO ref hw            = 0.8090
 TAU wall preston      =  197.3
 P wall mean flow      = 0.6221E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.3088E-02     0.5872          1.123         0.9810         -.2053E-02     -.8250E-03
0.3274E-02     -.3601E-02     0.6225          1.215         0.9690         -.2264E-02     -.1052E-02
0.4720E-02     -.4576E-02     0.6619          1.320         0.9631         -.2696E-02     -.1472E-02
0.6146E-02     -.5759E-02     0.6989          1.424         0.9577         -.3180E-02     -.2007E-02
0.7587E-02     -.6036E-02     0.7387          1.545         0.9564         -.3088E-02     -.2292E-02
0.9025E-02     -.6518E-02     0.7728          1.655         0.9540         -.3111E-02     -.2641E-02
0.1047E-01     -.6458E-02     0.8030          1.759         0.9563         -.2886E-02     -.2776E-02
0.1194E-01     -.6475E-02     0.8309          1.866         0.9533         -.2705E-02     -.2921E-02
0.1338E-01     -.5353E-02     0.8568          1.970         0.9466         -.2097E-02     -.2505E-02
0.1481E-01     -.3478E-02     0.8770          2.058         0.9464         -.1291E-02     -.1682E-02
0.1623E-01     -.2063E-02     0.8994          2.166         0.9093         -.7174E-03     -.9948E-03
0.1770E-01     -.1189E-02     0.9468          2.417         0.7111         -.3563E-03     -.4812E-03
0.1916E-01     -.3589E-03     0.9549          2.477         0.5166         -.1039E-03     -.1071E-03
0.2063E-01     0.3645E-02     0.9771          2.637         0.4315         0.9641E-03     0.9401E-03
0.2207E-01     0.8900E-02     0.9948          2.756         0.3944         0.2204E-02     0.2146E-02
0.2349E-01     0.1037E-03      1.002          2.808         0.3835         0.2496E-04     0.2453E-04
0.2489E-01     -.3100E-04      1.004          2.830         0.3788         -.7374E-05     -.7272E-05
0.2629E-01     -.3588E-04      1.004          2.826         0.3785         -.8555E-05     -.8406E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I05.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.7620E-01 )
 X                     = 0.7620E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  581.4
 RHO ref hw            = 0.7926
 TAU wall preston      =  234.6
 P wall mean flow      = 0.6280E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.2144E-02     0.6366          1.252          1.000         -.1317E-02     -.6782E-03
0.3418E-02     -.2946E-02     0.6678          1.337         0.9825         -.1718E-02     -.9904E-03
0.4845E-02     -.3093E-02     0.6954          1.418         0.9719         -.1714E-02     -.1100E-02
0.6280E-02     -.4558E-02     0.7196          1.490         0.9653         -.2414E-02     -.1697E-02
0.7710E-02     -.4838E-02     0.7527          1.594         0.9636         -.2399E-02     -.1928E-02
0.9140E-02     -.5486E-02     0.7869          1.709         0.9602         -.2531E-02     -.2328E-02
0.1060E-01     -.6327E-02     0.8132          1.803         0.9634         -.2751E-02     -.2826E-02
0.1202E-01     -.6090E-02     0.8444          1.916         0.9642         -.2467E-02     -.2866E-02
0.1347E-01     -.5034E-02     0.8630          1.999         0.9679         -.1937E-02     -.2459E-02
0.1492E-01     -.4564E-02     0.8764          2.056         0.9721         -.1696E-02     -.2288E-02
0.1635E-01     -.3411E-02     0.8901          2.125         0.9767         -.1216E-02     -.1759E-02
0.1782E-01     -.1737E-02     0.8951          2.156         0.9789         -.6076E-03     -.9074E-03
0.1926E-01     -.9792E-03     0.8979          2.175         0.9785         -.3385E-03     -.5144E-03
0.2070E-01     -.3785E-03     0.8993          2.185         0.9802         -.1301E-03     -.1998E-03
0.2211E-01     -.6090E-04     0.8987          2.184         0.9797         -.2094E-04     -.3212E-04
0.2357E-01     0.3463E-04     0.8996          2.191         0.9785         0.1186E-04     0.1828E-04
0.2504E-01     0.8353E-04     0.9001          2.191         0.9767         0.2861E-04     0.4401E-04
0.2651E-01     0.1023E-03     0.9017          2.200         0.9748         0.3484E-04     0.5395E-04
0.2795E-01     0.5311E-03     0.9085          2.238         0.9395         0.1768E-03     0.2731E-03
0.2942E-01     0.4862E-02     0.9198          2.300         0.7172         0.1560E-02     0.1943E-02

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I06.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.7620E-01 )
 X                     = 0.1016
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  577.9
 RHO ref hw            = 0.8023
 TAU wall preston      =  257.4
 P wall mean flow      = 0.5925E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.2293E-02     0.6366          1.252          1.000         -.1409E-02     -.6844E-03
0.3461E-02     -.2559E-02     0.6692          1.341         0.9820         -.1488E-02     -.8137E-03
0.4904E-02     -.4583E-02     0.6974          1.424         0.9714         -.2530E-02     -.1543E-02
0.6348E-02     -.4375E-02     0.7213          1.495         0.9652         -.2310E-02     -.1543E-02
0.7802E-02     -.5451E-02     0.7554          1.603         0.9632         -.2689E-02     -.2060E-02
0.9247E-02     -.5734E-02     0.7882          1.713         0.9605         -.2637E-02     -.2302E-02
0.1070E-01     -.6007E-02     0.8157          1.812         0.9631         -.2597E-02     -.2542E-02
0.1216E-01     -.5804E-02     0.8433          1.913         0.9646         -.2356E-02     -.2575E-02
0.1360E-01     -.5543E-02     0.8644          2.005         0.9682         -.2126E-02     -.2561E-02
0.1503E-01     -.4168E-02     0.8784          2.065         0.9728         -.1541E-02     -.1978E-02
0.1648E-01     -.3406E-02     0.8904          2.127         0.9766         -.1212E-02     -.1658E-02
0.1795E-01     -.1916E-02     0.8960          2.161         0.9794         -.6679E-03     -.9458E-03
0.1942E-01     -.1229E-02     0.8988          2.179         0.9777         -.4241E-03     -.6093E-03
0.2088E-01     -.4595E-03     0.8990          2.185         0.9807         -.1579E-03     -.2289E-03
0.2235E-01     -.8991E-04     0.8992          2.186         0.9789         -.3088E-04     -.4472E-04
0.2384E-01     -.4541E-04     0.9000          2.192         0.9788         -.1554E-04     -.2263E-04
0.2532E-01     0.6199E-05     0.9009          2.194         0.9761         0.2119E-05     0.3082E-05
0.2676E-01     0.1284E-04     0.9019          2.201         0.9730         0.4368E-05     0.6376E-05
0.2824E-01     0.1172E-04     0.9134          2.261         0.9145         0.3847E-05     0.5569E-05
0.2973E-01     0.1683E-04     0.9204          2.303         0.6427         0.5391E-05     0.5688E-05
0.3118E-01     0.1472E-04     0.9869          2.694         0.4154         0.3771E-05     0.3521E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I07.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.1397     )
 X                     = 0.1397
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  576.9
 RHO ref hw            = 0.8050
 TAU wall preston      =  282.5
 P wall mean flow      = 0.5889E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.1620E-02     -.1152E-02     0.6730          1.363          1.050         -.6606E-03     -.3969E-03
0.3064E-02     -.1812E-02     0.7056          1.455          1.040         -.9813E-03     -.6645E-03
0.4523E-02     -.2620E-02     0.7227          1.506          1.036         -.1373E-02     -.9934E-03
0.5978E-02     -.3627E-02     0.7335          1.544          1.024         -.1857E-02     -.1395E-02
0.7418E-02     -.4793E-02     0.7597          1.629          1.020         -.2325E-02     -.1936E-02
0.8848E-02     -.4645E-02     0.7762          1.685          1.015         -.2175E-02     -.1929E-02
0.1030E-01     -.4862E-02     0.7945          1.750          1.012         -.2185E-02     -.2084E-02
0.1178E-01     -.4397E-02     0.8200          1.842          1.012         -.1865E-02     -.1971E-02
0.1325E-01     -.4003E-02     0.8370          1.907          1.013         -.1631E-02     -.1849E-02
0.1471E-01     -.4453E-02     0.8570          1.993          1.018         -.1720E-02     -.2140E-02
0.1618E-01     -.4045E-02     0.8713          2.057          1.021         -.1503E-02     -.1996E-02
0.1766E-01     -.2408E-02     0.8863          2.126          1.021         -.8574E-03     -.1218E-02
0.1913E-01     -.1454E-02     0.8947          2.166          1.022         -.5052E-03     -.7460E-03
0.2059E-01     -.1276E-02     0.8969          2.182          1.025         -.4393E-03     -.6597E-03
0.2206E-01     -.5516E-03     0.8975          2.193          1.027         -.1887E-03     -.2867E-03
0.2355E-01     -.1844E-03     0.8983          2.193          1.028         -.6305E-04     -.9595E-04
0.2501E-01     -.4960E-04     0.8951          2.189          1.030         -.1701E-04     -.2582E-04
0.2649E-01     0.9346E-05     0.8962          2.193          1.031         0.3198E-05     0.4877E-05
0.2798E-01     0.1018E-04     0.8932          2.183          1.034         0.3502E-05     0.5309E-05
0.2943E-01     -.3902E-05     0.8936          2.184          1.037         -.1342E-05     -.2042E-05
0.3093E-01     -.1355E-05     0.8936          2.183          1.038         -.4665E-06     -.7094E-06
0.3244E-01     -.9958E-06     0.8940          2.186          1.040         -.3420E-06     -.5231E-06
0.3390E-01     -.7035E-06     0.8944          2.193          1.038         -.2407E-06     -.3697E-06

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16I08.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.3810E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  579.1
 RHO ref hw            = 0.7988
 TAU wall preston      =  133.8
 P wall mean flow      = 0.2663E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.2218E-02     0.7804          1.675          1.084         -.1045E-02     -.4424E-03
0.3317E-02     -.2110E-02     0.8071          1.772          1.102         -.9352E-03     -.4504E-03
0.4767E-02     -.2108E-02     0.8390          1.892          1.083         -.8667E-03     -.4677E-03
0.6208E-02     -.2369E-02     0.8654          2.002          1.075         -.9100E-03     -.5457E-03
0.7646E-02     -.2302E-02     0.8815          2.071          1.074         -.8478E-03     -.5432E-03
0.9103E-02     -.2353E-02     0.8982          2.150          1.071         -.8260E-03     -.5690E-03
0.1056E-01     -.2246E-02     0.9134          2.221          1.072         -.7555E-03     -.5558E-03
0.1201E-01     -.2043E-02     0.9278          2.296          1.068         -.6573E-03     -.5150E-03
0.1347E-01     -.1870E-02     0.9491          2.405          1.066         -.5642E-03     -.4842E-03
0.1490E-01     -.1641E-02     0.9594          2.470          1.063         -.4770E-03     -.4306E-03
0.1634E-01     -.1676E-02     0.9721          2.540          1.060         -.4681E-03     -.4455E-03
0.1778E-01     -.1268E-02     0.9814          2.604          1.058         -.3414E-03     -.3408E-03
0.1925E-01     -.1167E-02     0.9878          2.654          1.061         -.3058E-03     -.3181E-03
0.2072E-01     -.7738E-03     0.9939          2.703          1.057         -.1973E-03     -.2120E-03
0.2218E-01     -.6012E-03      1.001          2.759          1.054         -.1486E-03     -.1659E-03
0.2364E-01     -.4041E-03      1.005          2.788          1.060         -.9833E-04     -.1127E-03
0.2514E-01     -.1367E-03      1.004          2.802          1.059         -.3302E-04     -.3821E-04
0.2660E-01     -.1980E-03      1.005          2.810          1.061         -.4761E-04     -.5553E-04
0.2806E-01     -.1454E-03      1.007          2.830          1.065         -.3460E-04     -.4107E-04
0.2953E-01     -.6325E-04      1.006          2.830          1.071         -.1505E-04     -.1797E-04
0.3101E-01     -.3463E-04      1.006          2.832          1.075         -.8229E-05     -.9868E-05
0.3248E-01     -.1082E-04      1.007          2.840          1.069         -.2560E-05     -.3071E-05
0.3396E-01     0.5083E-05
0.3545E-01     -.9763E-07
0.3690E-01     0.2714E-05

*********************ALPHA=16 DEGREES, NORMAL-WIRE SURVEYS********************

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N01.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.3810E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  559.4
 RHO ref hw            = 0.8563
 TAU wall preston      =  133.8
 P wall mean flow      = 0.2663E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.2057         0.7583          1.604          1.079         0.1141E-01     0.4409E-02
0.2546E-02     0.1593         0.7939          1.723          1.093         0.5889E-02     0.2659E-02
0.4004E-02     0.1461         0.8277          1.847          1.085         0.4228E-02     0.2179E-02
0.5410E-02     0.1453         0.8488          1.932          1.080         0.3756E-02     0.2107E-02
0.6847E-02     0.1446         0.8739          2.038          1.077         0.3257E-02     0.2029E-02
0.8303E-02     0.1383         0.8883          2.102          1.073         0.2752E-02     0.1816E-02
0.9757E-02     0.1445         0.9097          2.203          1.068         0.2652E-02     0.1913E-02
0.1122E-01     0.1408         0.9185          2.249          1.070         0.2379E-02     0.1792E-02
0.1268E-01     0.1405         0.9382          2.349          1.068         0.2099E-02     0.1722E-02
0.1413E-01     0.1339         0.9484          2.405          1.068         0.1783E-02     0.1533E-02
0.1557E-01     0.1334         0.9639          2.495          1.067         0.1591E-02     0.1470E-02
0.1703E-01     0.1291         0.9748          2.559          1.065         0.1384E-02     0.1343E-02
0.1848E-01     0.1246         0.9844          2.629          1.059         0.1188E-02     0.1210E-02
0.1995E-01     0.1174         0.9924          2.685          1.058         0.9896E-03     0.1050E-02
0.2132E-01     0.1078         0.9936          2.708          1.062         0.8130E-03     0.8807E-03
0.2257E-01     0.9620E-01      1.003          2.776          1.052         0.5994E-03     0.6767E-03
0.2402E-01     0.7735E-01      1.005          2.794          1.059         0.3801E-03     0.4372E-03
0.2549E-01     0.5983E-01      1.004          2.802          1.060         0.2253E-03     0.2609E-03
0.2698E-01     0.4888E-01      1.006          2.817          1.062         0.1480E-03     0.1735E-03
0.2821E-01     0.3288E-01      1.007          2.830          1.066         0.6597E-04     0.7835E-04
0.2961E-01     0.2773E-01      1.006          2.830          1.072         0.4692E-04     0.5604E-04
0.3110E-01     0.2022E-01      1.006          2.832          1.074         0.2488E-04     0.2984E-04
0.3256E-01     0.1398E-01      1.008          2.841          1.068         0.1179E-04     0.1414E-04
0.3405E-01     0.1415E-01
0.3556E-01     0.1336E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N02.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.1270E-01 )
 X                     = -.1270E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  542.1
 RHO ref hw            = 0.9116
 TAU wall preston      =  138.5
 P wall mean flow      = 0.2170E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.1581         0.7723          1.649          1.058         0.6373E-02     0.2078E-02
0.2490E-02     0.1607         0.7886          1.704          1.058         0.6135E-02     0.2138E-02
0.3680E-02     0.1584         0.8161          1.805          1.058         0.5248E-02     0.2050E-02
0.5080E-02     0.1550         0.8410          1.901          1.057         0.4449E-02     0.1926E-02
0.6210E-02     0.1560         0.8625          1.990          1.046         0.4027E-02     0.1891E-02
0.7480E-02     0.1580         0.8787          2.059          1.045         0.3790E-02     0.1903E-02
0.8100E-02     0.1533         0.8898          2.108          1.045         0.3356E-02     0.1767E-02
0.9510E-02     0.1514         0.9018          2.165          1.044         0.3050E-02     0.1693E-02
0.1093E-01     0.1494         0.9205          2.258          1.041         0.2650E-02     0.1595E-02
0.1234E-01     0.1500         0.9346          2.331          1.041         0.2446E-02     0.1569E-02
0.1375E-01     0.1503         0.9471          2.399          1.039         0.2262E-02     0.1534E-02
0.1517E-01     0.1406         0.9599          2.474          1.043         0.1811E-02     0.1311E-02
0.1656E-01     0.1385         0.9681          2.516          1.047         0.1673E-02     0.1257E-02
0.1795E-01     0.1330         0.9779          2.587          1.049         0.1420E-02     0.1131E-02
0.1939E-01     0.1246         0.9896          2.665          1.047         0.1141E-02     0.9612E-03
0.2081E-01     0.1181         0.9917          2.689          1.053         0.9970E-03     0.8609E-03
0.2203E-01     0.1097         0.9996          2.748          1.057         0.8041E-03     0.7279E-03
0.2282E-01     0.1014          1.001          2.757          1.057         0.6802E-03     0.6199E-03
0.2417E-01     0.8896E-01      1.002          2.778          1.057         0.5117E-03     0.4732E-03
0.2562E-01     0.7760E-01      1.007          2.821          1.050         0.3711E-03     0.3516E-03
0.2705E-01     0.6150E-01      1.009          2.838          1.042         0.2287E-03     0.2178E-03
0.2847E-01     0.4049E-01      1.010          2.851          1.044         0.9774E-04     0.9403E-04
0.2982E-01     0.3429E-01      1.009          2.851          1.048         0.7010E-04     0.6772E-04
0.3119E-01     0.2448E-01      1.010          2.851          1.049         0.3573E-04     0.3454E-04
0.3255E-01     0.2125E-01      1.009          2.855          1.047         0.2682E-04     0.2595E-04
0.3391E-01     0.1826E-01
0.3527E-01     0.1539E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N03.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.6350E-02 )
 X                     = -.6300E-02
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  545.4
 RHO ref hw            = 0.9006
 TAU wall preston      =  83.51
 P wall mean flow      = 0.2426E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.3000E-02     0.2102         0.7832          1.685          1.037         0.1076E-01     0.4017E-02
0.3170E-02     0.2147         0.7876          1.700          1.033         0.1102E-01     0.4167E-02
0.3390E-02     0.1891         0.7927          1.718          1.025         0.8352E-02     0.3202E-02
0.4810E-02     0.1492         0.8356          1.876         0.9689         0.4253E-02     0.1838E-02
0.6240E-02     0.1412         0.8611          1.981         0.9495         0.3336E-02     0.1576E-02
0.7660E-02     0.1456         0.8828          2.077         0.9464         0.3147E-02     0.1628E-02
0.9070E-02     0.1443         0.8980          2.146         0.9443         0.2837E-02     0.1564E-02
0.1050E-01     0.1433         0.9138          2.219         0.9411         0.2558E-02     0.1502E-02
0.1193E-01     0.1441         0.9289          2.297         0.9422         0.2352E-02     0.1482E-02
0.1337E-01     0.1424         0.9444          2.382         0.9378         0.2074E-02     0.1398E-02
0.1480E-01     0.1355         0.9537          2.435         0.9365         0.1762E-02     0.1240E-02
0.1621E-01     0.1343         0.9670          2.512         0.9423         0.1582E-02     0.1192E-02
0.1762E-01     0.1325         0.9764          2.574         0.9430         0.1432E-02     0.1134E-02
0.1905E-01     0.1219         0.9827          2.623         0.9437         0.1146E-02     0.9427E-03
0.2050E-01     0.1125         0.9898          2.670         0.9446         0.9239E-03     0.7888E-03
0.2187E-01     0.1060         0.9987          2.740         0.9394         0.7584E-03     0.6778E-03
0.2324E-01     0.8825E-01      1.004          2.778         0.9448         0.5034E-03     0.4653E-03
0.2461E-01     0.8015E-01      1.003          2.793         0.9427         0.4086E-03     0.3808E-03
0.2594E-01     0.6535E-01      1.005          2.810         0.9386         0.2664E-03     0.2503E-03
0.2725E-01     0.5067E-01      1.007          2.822         0.9422         0.1580E-03     0.1503E-03
0.2868E-01     0.3787E-01      1.007          2.831         0.9449         0.8741E-04     0.8392E-04
0.3013E-01     0.2862E-01      1.009          2.844         0.9402         0.4922E-04     0.4744E-04
0.3157E-01     0.2090E-01      1.008          2.843         0.9418         0.2628E-04     0.2536E-04
0.3287E-01     0.1764E-01
0.3316E-01     0.1838E-01
0.3456E-01     0.1498E-01
0.3600E-01     0.1371E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N04.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.0000E+00 )
 X                     = 0.0000E+00
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  561.6
 RHO ref hw            = 0.8494
 TAU wall preston      =  32.70
 P wall mean flow      = 0.3938E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.1925         0.3847         0.6917          1.055         0.2760E-01     0.2866E-02
0.2480E-02     0.3474         0.5942          1.146          1.043         0.5704E-01     0.1607E-01
0.3890E-02     0.3145         0.6929          1.408         0.9814         0.3412E-01     0.1367E-01
0.5300E-02     0.2492         0.7656          1.632         0.8528         0.1618E-01     0.7559E-02
0.6700E-02     0.1888         0.8020          1.759         0.7634         0.7905E-02     0.3840E-02
0.8110E-02     0.1528         0.8402          1.904         0.6810         0.4308E-02     0.2187E-02
0.9520E-02     0.1505         0.8702          2.030         0.6478         0.3567E-02     0.1958E-02
0.1093E-01     0.1467         0.8884          2.110         0.6351         0.3065E-02     0.1784E-02
0.1234E-01     0.1473         0.9035          2.181         0.6250         0.2830E-02     0.1732E-02
0.1376E-01     0.1423         0.9204          2.264         0.6169         0.2387E-02     0.1553E-02
0.1517E-01     0.1428         0.9302          2.320         0.6119         0.2246E-02     0.1522E-02
0.1656E-01     0.1417         0.9479          2.417         0.6078         0.1968E-02     0.1438E-02
0.1795E-01     0.1318         0.9570          2.471         0.6033         0.1598E-02     0.1211E-02
0.1926E-01     0.1269         0.9682          2.535         0.5993         0.1374E-02     0.1089E-02
0.2002E-01     0.1227         0.9737          2.573         0.5970         0.1229E-02     0.9995E-03
0.2067E-01     0.1213         0.9783          2.606         0.5950         0.1157E-02     0.9615E-03
0.2210E-01     0.1093         0.9808          2.638         0.5934         0.9053E-03     0.7691E-03
0.2353E-01     0.9268E-01     0.9814          2.659         0.5926         0.6354E-03     0.5477E-03
0.2497E-01     0.7306E-01     0.9891          2.714         0.5884         0.3709E-03     0.3307E-03
0.2641E-01     0.6341E-01     0.9959          2.763         0.5849         0.2644E-03     0.2429E-03
0.2783E-01     0.4936E-01     0.9988          2.785         0.5848         0.1562E-03     0.1459E-03
0.2925E-01     0.3281E-01      1.001          2.804         0.5848         0.6758E-04     0.6396E-04
0.3070E-01     0.2376E-01      1.003          2.814         0.5848         0.3508E-04     0.3342E-04
0.3213E-01     0.1940E-01      1.002          2.816         0.5848         0.2332E-04     0.2226E-04
0.3357E-01     0.1586E-01      1.003          2.824         0.5848         0.1545E-04     0.1483E-04
0.3500E-01     0.1410E-01
0.3643E-01     0.1353E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N05.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.6350E-02 )
 X                     = 0.6300E-02
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  543.9
 RHO ref hw            = 0.9055
 TAU wall preston      =  71.86
 P wall mean flow      = 0.4802E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1500E-02     0.3205         0.4765         0.8745          1.015         0.6489E-01     0.1263E-01
0.1990E-02     0.3422         0.5286         0.9901          1.008         0.6574E-01     0.1631E-01
0.3040E-02     0.3425         0.6098          1.182         0.9947         0.5315E-01     0.1854E-01
0.4460E-02     0.2812         0.6818          1.376         0.9657         0.2839E-01     0.1302E-01
0.5870E-02     0.2280         0.7422          1.555         0.9066         0.1492E-01     0.8210E-02
0.7280E-02     0.1925         0.8046          1.764         0.7822         0.8164E-02     0.4984E-02
0.8180E-02     0.1804         0.8398          1.896         0.6853         0.6062E-02     0.3747E-02
0.9610E-02     0.1605         0.8757          2.047         0.5778         0.3971E-02     0.2411E-02
0.1102E-01     0.1452         0.9008          2.167         0.5304         0.2800E-02     0.1749E-02
0.1244E-01     0.1482         0.9173          2.251         0.5146         0.2629E-02     0.1721E-02
0.1384E-01     0.1413         0.9325          2.331         0.5081         0.2169E-02     0.1503E-02
0.1523E-01     0.1389         0.9455          2.403         0.5042         0.1924E-02     0.1405E-02
0.1663E-01     0.1337         0.9533          2.450         0.5027         0.1685E-02     0.1276E-02
0.1807E-01     0.1259         0.9620          2.504         0.5019         0.1403E-02     0.1108E-02
0.1949E-01     0.1145         0.9700          2.562         0.4992         0.1083E-02     0.8912E-03
0.2092E-01     0.1039         0.9786          2.619         0.4959         0.8357E-03     0.7133E-03
0.2233E-01     0.8677E-01     0.9859          2.678         0.4922         0.5446E-03     0.4825E-03
0.2379E-01     0.7284E-01     0.9919          2.726         0.4854         0.3638E-03     0.3292E-03
0.2515E-01     0.5567E-01     0.9961          2.760         0.4796         0.2045E-03     0.1874E-03
0.2657E-01     0.4403E-01     0.9993          2.786         0.4796         0.1242E-03     0.1160E-03
0.2691E-01     0.4205E-01      1.000          2.793         0.4796         0.1125E-03     0.1056E-03
0.2827E-01     0.3173E-01      1.002          2.810         0.4796         0.6279E-04     0.5968E-04
0.2964E-01     0.2541E-01      1.003          2.814         0.4796         0.4011E-04     0.3822E-04
0.3100E-01     0.2039E-01      1.003          2.817         0.4796         0.2573E-04     0.2458E-04
0.3231E-01     0.1476E-01      1.003          2.820         0.4796         0.1344E-04     0.1286E-04
0.3367E-01     0.1461E-01      1.003          2.823         0.4796         0.1313E-04     0.1259E-04
0.3495E-01     0.1390E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N06.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.1905E-01 )
 X                     = 0.1270E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  548.9
 RHO ref hw            = 0.8892
 TAU wall preston      =  106.9
 P wall mean flow      = 0.5180E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1500E-02     0.2965         0.5374          1.008          1.015         0.4844E-01     0.1351E-01
0.2580E-02     0.3116         0.5910          1.135         0.9978         0.4644E-01     0.1617E-01
0.3980E-02     0.2963         0.6464          1.279         0.9858         0.3548E-01     0.1548E-01
0.5380E-02     0.2691         0.6966          1.417         0.9764         0.2471E-01     0.1312E-01
0.6780E-02     0.2294         0.7398          1.546         0.9714         0.1527E-01     0.9604E-02
0.8200E-02     0.1987         0.7736          1.657         0.9706         0.9958E-02     0.7185E-02
0.9340E-02     0.1923         0.8001          1.746         0.9618         0.8331E-02     0.6613E-02
0.1076E-01     0.1994         0.8466          1.926         0.8834         0.7127E-02     0.6324E-02
0.1216E-01     0.1567         0.8966          2.139         0.6945         0.3372E-02     0.2901E-02
0.1354E-01     0.1355         0.9430          2.378         0.5176         0.1886E-02     0.1494E-02
0.1496E-01     0.1313         0.9691          2.547         0.4502         0.1450E-02     0.1147E-02
0.1639E-01     0.1253         0.9830          2.640         0.4301         0.1187E-02     0.9629E-03
0.1782E-01     0.1158         0.9916          2.703         0.4249         0.9433E-03     0.7927E-03
0.1917E-01     0.9933E-01     0.9966          2.739         0.4236         0.6663E-03     0.5732E-03
0.2052E-01     0.8791E-01      1.002          2.787         0.4236         0.4945E-03     0.4405E-03
0.2147E-01     0.8228E-01      1.002          2.795         0.4236         0.4295E-03     0.3847E-03
0.2283E-01     0.6551E-01      1.003          2.809         0.4236         0.2680E-03     0.2425E-03
0.2333E-01     0.6624E-01      1.003          2.812         0.4236         0.2731E-03     0.2476E-03
0.2390E-01     0.5673E-01      1.004          2.816         0.4236         0.1995E-03     0.1814E-03
0.2430E-01     0.5045E-01      1.004          2.820         0.4236         0.1571E-03     0.1432E-03
0.2569E-01     0.3783E-01      1.005          2.830         0.4236         0.8732E-04     0.8019E-04
0.2713E-01     0.2746E-01      1.004          2.832         0.4236         0.4593E-04     0.4222E-04
0.2855E-01     0.2168E-01      1.006          2.835         0.4236         0.2853E-04     0.2629E-04
0.2999E-01     0.1651E-01      1.005          2.831         0.4236         0.1661E-04     0.1526E-04
0.3143E-01     0.1461E-01      1.005          2.837         0.4236         0.1292E-04     0.1193E-04
0.3286E-01     0.1398E-01      1.005          2.837         0.4236         0.1183E-04     0.1092E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N07.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.1905E-01 )
 X                     = 0.1910E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  568.2
 RHO ref hw            = 0.8299
 TAU wall preston      =  138.8
 P wall mean flow      = 0.5437E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1500E-02     0.2592         0.5374          1.008          1.015         0.3702E-01     0.1084E-01
0.2681E-02     0.3021         0.5955          1.147         0.9964         0.4309E-01     0.1604E-01
0.4131E-02     0.3006         0.6513          1.292         0.9853         0.3592E-01     0.1680E-01
0.5554E-02     0.2800         0.7008          1.430         0.9762         0.2634E-01     0.1493E-01
0.7013E-02     0.2438         0.7456          1.565         0.9709         0.1686E-01     0.1138E-01
0.8474E-02     0.2165         0.7777          1.671         0.9711         0.1162E-01     0.8950E-02
0.9922E-02     0.1993         0.8194          1.819         0.9471         0.8159E-02     0.7263E-02
0.1136E-01     0.1898         0.8680          2.015         0.8136         0.5775E-02     0.5421E-02
0.1277E-01     0.2065         0.9169          2.239         0.6006         0.5181E-02     0.4432E-02
0.1424E-01     0.1476         0.9557          2.457         0.4798         0.2038E-02     0.1676E-02
0.1570E-01     0.1258         0.9784          2.612         0.4344         0.1235E-02     0.1040E-02
0.1717E-01     0.1151         0.9878          2.673         0.4273         0.9640E-03     0.8363E-03
0.1863E-01     0.1019         0.9947          2.725         0.4237         0.7125E-03     0.6368E-03
0.2010E-01     0.8738E-01      1.001          2.779         0.4236         0.4930E-03     0.4582E-03
0.2158E-01     0.6848E-01      1.002          2.795         0.4236         0.2975E-03     0.2797E-03
0.2304E-01     0.5284E-01      1.003          2.810         0.4236         0.1741E-03     0.1655E-03
0.2440E-01     0.3996E-01      1.004          2.821         0.4236         0.9846E-04     0.9426E-04
0.2559E-01     0.3219E-01      1.005          2.830         0.4236         0.6323E-04     0.6094E-04
0.2684E-01     0.2522E-01      1.004          2.830         0.4236         0.3881E-04     0.3741E-04
0.2817E-01     0.1916E-01      1.006          2.836         0.4236         0.2224E-04     0.2153E-04
0.2958E-01     0.1528E-01      1.005          2.830         0.4236         0.1424E-04     0.1373E-04
0.3016E-01     0.1782E-01      1.005          2.832         0.4236         0.1933E-04     0.1866E-04
0.3089E-01     0.1584E-01      1.005          2.835         0.4236         0.1523E-04     0.1473E-04
0.3157E-01     0.1434E-01      1.005          2.837         0.4236         0.1245E-04     0.1206E-04
0.3249E-01     0.2634E-01      1.005          2.837         0.4236         0.4201E-04     0.4069E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N08.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.1905E-01 )
 X                     = 0.2540E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  564.9
 RHO ref hw            = 0.8396
 TAU wall preston      =  147.3
 P wall mean flow      = 0.5669E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.2353         0.5278         0.9859          1.018         0.3122E-01     0.9156E-02
0.1810E-02     0.2440         0.5507          1.037          1.009         0.3178E-01     0.1022E-01
0.3200E-02     0.2963         0.6174          1.202         0.9904         0.3887E-01     0.1648E-01
0.4620E-02     0.3109         0.6759          1.360         0.9833         0.3538E-01     0.1907E-01
0.6040E-02     0.3025         0.7159          1.475         0.9759         0.2904E-01     0.1827E-01
0.7440E-02     0.2465         0.7579          1.604         0.9721         0.1639E-01     0.1215E-01
0.8840E-02     0.2190         0.7856          1.697         0.9692         0.1149E-01     0.9509E-02
0.1022E-01     0.1836         0.8292          1.858         0.9278         0.6593E-02     0.6252E-02
0.1165E-01     0.1743         0.8787          2.060         0.7755         0.4603E-02     0.4489E-02
0.1308E-01     0.1644         0.9273          2.294         0.5640         0.3073E-02     0.2701E-02
0.1452E-01     0.1964         0.9611          2.493         0.4677         0.3458E-02     0.2977E-02
0.1594E-01     0.1316         0.9807          2.627         0.4310         0.1328E-02     0.1170E-02
0.1737E-01     0.9614E-01     0.9890          2.683         0.4265         0.6653E-03     0.6050E-03
0.1881E-01     0.7879E-01     0.9951          2.728         0.4236         0.4246E-03     0.3965E-03
0.2024E-01     0.6180E-01      1.002          2.782         0.4236         0.2458E-03     0.2387E-03
0.2165E-01     0.4861E-01      1.002          2.795         0.4236         0.1499E-03     0.1469E-03
0.2294E-01     0.3750E-01      1.003          2.810         0.4236         0.8775E-04     0.8693E-04
0.2416E-01     0.2836E-01      1.004          2.818         0.4236         0.4972E-04     0.4955E-04
0.2552E-01     0.1831E-01      1.005          2.830         0.4236         0.2046E-04     0.2056E-04
0.2689E-01     0.1682E-01      1.004          2.830         0.4236         0.1726E-04     0.1735E-04
0.2826E-01     0.1541E-01      1.006          2.836         0.4236         0.1439E-04     0.1453E-04
0.2925E-01     0.1424E-01      1.005          2.832         0.4236         0.1235E-04     0.1243E-04
0.3063E-01     0.1345E-01      1.005          2.834         0.4236         0.1099E-04     0.1108E-04
0.3200E-01     0.1274E-01      1.005          2.837         0.4236         0.9827E-05     0.9925E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N09.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.3810E-01 )
 X                     = 0.3810E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  556.2
 RHO ref hw            = 0.8660
 TAU wall preston      =  172.9
 P wall mean flow      = 0.6085E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.2246         0.5657          1.071         0.9932         0.2593E-01     0.9398E-02
0.2500E-02     0.2710         0.5986          1.151         0.9764         0.3448E-01     0.1419E-01
0.3910E-02     0.3062         0.6426          1.266         0.9686         0.3846E-01     0.1900E-01
0.5310E-02     0.3162         0.6817          1.375         0.9610         0.3594E-01     0.2076E-01
0.6690E-02     0.2940         0.7131          1.466         0.9557         0.2774E-01     0.1813E-01
0.8130E-02     0.2836         0.7490          1.576         0.9556         0.2248E-01     0.1697E-01
0.9548E-02     0.2315         0.7842          1.695         0.9546         0.1289E-01     0.1124E-01
0.1099E-01     0.1984         0.8121          1.792         0.9558         0.8368E-02     0.8165E-02
0.1241E-01     0.1736         0.8404          1.903         0.9542         0.5562E-02     0.6113E-02
0.1384E-01     0.1483         0.8619          1.991         0.9484         0.3633E-02     0.4344E-02
0.1529E-01     0.1232         0.8818          2.083         0.9413         0.2237E-02     0.2904E-02
0.1672E-01     0.8309E-01     0.9143          2.238         0.8642         0.8398E-03     0.1156E-02
0.1813E-01     0.2116         0.9591          2.487         0.6356         0.4043E-02     0.5052E-02
0.1956E-01     0.1467         0.9588          2.503         0.4849         0.1906E-02     0.1841E-02
0.2099E-01     0.2929E-01     0.9847          2.684         0.4172         0.6167E-04     0.5893E-04
0.2243E-01     0.1817E-01     0.9968          2.772         0.3908         0.2149E-04     0.2052E-04
0.2386E-01     0.1708E-01      1.004          2.816         0.3815         0.1808E-04     0.1739E-04
0.2530E-01     0.1529E-01      1.005          2.830         0.3787         0.1427E-04     0.1376E-04
0.2674E-01     0.1511E-01      1.004          2.823         0.3785         0.1404E-04     0.1347E-04
0.2818E-01     0.1503E-01      1.003          2.823         0.3785         0.1389E-04     0.1332E-04
0.2965E-01     0.1468E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N10.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.3810E-01 )
 X                     = 0.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  558.3
 RHO ref hw            = 0.8596
 TAU wall preston      =  197.3
 P wall mean flow      = 0.6221E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.2326         0.5657          1.071         0.9932         0.2781E-01     0.1031E-01
0.1650E-02     0.2247         0.5769          1.099         0.9874         0.2517E-01     0.9754E-02
0.2770E-02     0.2643         0.6055          1.170         0.9740         0.3211E-01     0.1391E-01
0.4190E-02     0.2855         0.6459          1.276         0.9660         0.3304E-01     0.1690E-01
0.5616E-02     0.2850         0.6896          1.397         0.9595         0.2841E-01     0.1730E-01
0.7050E-02     0.3080         0.7236          1.498         0.9554         0.2925E-01     0.2039E-01
0.8470E-02     0.2830         0.7581          1.606         0.9548         0.2156E-01     0.1726E-01
0.9889E-02     0.2556         0.7918          1.720         0.9552         0.1522E-01     0.1398E-01
0.1134E-01     0.2169         0.8180          1.814         0.9546         0.9728E-02     0.9929E-02
0.1278E-01     0.1828         0.8470          1.928         0.9552         0.5980E-02     0.6901E-02
0.1418E-01     0.1474         0.8661          2.009         0.9497         0.3511E-02     0.4374E-02
0.1563E-01     0.1171         0.8878          2.112         0.9349         0.1948E-02     0.2641E-02
0.1706E-01     0.8133E-01     0.9280          2.309         0.8161         0.7381E-03     0.1044E-02
0.1850E-01     0.5425E-01     0.9676          2.538         0.5713         0.2503E-03     0.2994E-03
0.1993E-01     0.3521E-01     0.9650          2.549         0.4630         0.1040E-03     0.1018E-03
0.2137E-01     0.9864E-01     0.9929          2.732         0.4031         0.6621E-03     0.6477E-03
0.2278E-01     0.1639         0.9992          2.790         0.3876         0.1714E-02     0.1681E-02
0.2424E-01     0.1807E-01      1.004          2.822         0.3804         0.2010E-04     0.1979E-04
0.2569E-01     0.1313E-01      1.005          2.829         0.3786         0.1053E-04     0.1037E-04
0.2713E-01     0.1351E-01      1.004          2.823         0.3785         0.1122E-04     0.1101E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N11.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.7620E-01 )
 X                     = 0.7620E-01
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  562.8
 RHO ref hw            = 0.8457
 TAU wall preston      =  234.6
 P wall mean flow      = 0.6280E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.2098         0.6230          1.217          1.016         0.1914E-01     0.9457E-02
0.1670E-02     0.2283         0.6297          1.234          1.006         0.2221E-01     0.1118E-01
0.2470E-02     0.2488         0.6472          1.280         0.9958         0.2497E-01     0.1337E-01
0.3890E-02     0.2700         0.6785          1.367         0.9779         0.2647E-01     0.1587E-01
0.5380E-02     0.2866         0.7068          1.451         0.9693         0.2688E-01     0.1800E-01
0.6830E-02     0.2889         0.7331          1.532         0.9647         0.2465E-01     0.1833E-01
0.8300E-02     0.2919         0.7649          1.634         0.9615         0.2215E-01     0.1865E-01
0.9780E-02     0.2856         0.7933          1.733         0.9621         0.1870E-01     0.1772E-01
0.1126E-01     0.2569         0.8284          1.859         0.9611         0.1288E-01     0.1404E-01
0.1274E-01     0.2308         0.8461          1.928         0.9664         0.9531E-02     0.1123E-01
0.1422E-01     0.1940         0.8688          2.023         0.9693         0.5976E-02     0.7779E-02
0.1567E-01     0.1651         0.8869          2.105         0.9760         0.3909E-02     0.5545E-02
0.1717E-01     0.1167         0.8916          2.135         0.9770         0.1881E-02     0.2749E-02
0.1866E-01     0.8128E-01     0.8953          2.165         0.9810         0.8791E-03     0.1326E-02
0.2017E-01     0.4979E-01     0.8979          2.177         0.9784         0.3250E-03     0.4946E-03
0.2165E-01     0.3268E-01     0.8972          2.180         0.9815         0.1394E-03     0.2135E-03
0.2315E-01     0.2072E-01     0.8985          2.188         0.9774         0.5556E-04     0.8528E-04
0.2465E-01     0.1795E-01     0.8990          2.187         0.9776         0.4173E-04     0.6403E-04
0.2614E-01     0.1770E-01     0.9020          2.200         0.9750         0.3993E-04     0.6184E-04
0.2766E-01     0.1814E-01     0.9061          2.224         0.9514         0.4074E-04     0.6290E-04
0.2916E-01     0.2247E-01     0.9206          2.301         0.7741         0.5691E-04     0.7653E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N12.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.7620E-01 )
 X                     = 0.1016
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  563.0
 RHO ref hw            = 0.8454
 TAU wall preston      =  257.4
 P wall mean flow      = 0.5925E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.2244         0.6230          1.217          1.016         0.2190E-01     0.1021E-01
0.1680E-02     0.2269         0.6299          1.235          1.006         0.2193E-01     0.1041E-01
0.1989E-02     0.2369         0.6363          1.252          1.001         0.2343E-01     0.1137E-01
0.3281E-02     0.2418         0.6635          1.325         0.9842         0.2233E-01     0.1195E-01
0.4712E-02     0.2672         0.6908          1.405         0.9731         0.2473E-01     0.1471E-01
0.6143E-02     0.2725         0.7179          1.484         0.9661         0.2331E-01     0.1535E-01
0.7576E-02     0.2767         0.7487          1.582         0.9640         0.2125E-01     0.1587E-01
0.9007E-02     0.2837         0.7827          1.694         0.9603         0.1937E-01     0.1653E-01
0.1046E-01     0.2710         0.8094          1.789         0.9632         0.1566E-01     0.1495E-01
0.1192E-01     0.2454         0.8428          1.911         0.9638         0.1101E-01     0.1199E-01
0.1335E-01     0.2365         0.8618          1.994         0.9677         0.9205E-02     0.1097E-01
0.1481E-01     0.2014         0.8744          2.047         0.9715         0.6245E-02     0.7874E-02
0.1627E-01     0.1730         0.8900          2.123         0.9767         0.4195E-02     0.5717E-02
0.1772E-01     0.1229         0.8945          2.152         0.9786         0.2042E-02     0.2865E-02
0.1918E-01     0.9689E-01     0.8975          2.174         0.9789         0.1236E-02     0.1770E-02
0.2065E-01     0.5814E-01     0.8992          2.184         0.9800         0.4392E-03     0.6358E-03
0.2210E-01     0.2466E-01     0.8987          2.184         0.9798         0.7901E-04     0.1144E-03
0.2358E-01     0.2009E-01     0.8997          2.191         0.9785         0.5199E-04     0.7563E-04
0.2506E-01     0.1757E-01     0.9001          2.191         0.9767         0.3979E-04     0.5775E-04
0.2653E-01     0.1696E-01     0.9017          2.200         0.9748         0.3666E-04     0.5355E-04
0.2802E-01     0.1609E-01     0.9091          2.242         0.9366         0.3134E-04     0.4569E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC16N13.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-16 DEG OFF VERTICAL. X = 0.1397     )
 X                     = 0.1397
 Z                     = -.1270E-01
 M ref                 =  2.850
 U   ref hw            =  563.7
 RHO ref hw            = 0.8433
 TAU wall preston      =  282.5
 P wall mean flow      = 0.5889E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.1300E-02     0.3558E-01     0.6646          1.341          1.053         0.4742E-03     0.2764E-03
0.1530E-02     0.1046         0.6708          1.358          1.051         0.4017E-02     0.2395E-02
0.1890E-02     0.1771         0.6794          1.380          1.048         0.1121E-01     0.6882E-02
0.2270E-02     0.2115         0.6881          1.403          1.045         0.1553E-01     0.9829E-02
0.2640E-02     0.2137         0.6963          1.427          1.041         0.1540E-01     0.1004E-01
0.3000E-02     0.2175         0.7042          1.450          1.040         0.1549E-01     0.1043E-01
0.3970E-02     0.2294         0.7191          1.495          1.039         0.1629E-01     0.1164E-01
0.5180E-02     0.2335         0.7360          1.550          1.031         0.1575E-01     0.1201E-01
0.6680E-02     0.2356         0.7485          1.591          1.022         0.1524E-01     0.1212E-01
0.8160E-02     0.2468         0.7680          1.658          1.017         0.1535E-01     0.1320E-01
0.9690E-02     0.2487         0.7866          1.721          1.013         0.1438E-01     0.1328E-01
0.1119E-01     0.2475         0.8091          1.801          1.012         0.1288E-01     0.1300E-01
0.1270E-01     0.2503         0.8324          1.889          1.012         0.1177E-01     0.1309E-01
0.1422E-01     0.2268         0.8511          1.967          1.016         0.8757E-02     0.1060E-01
0.1573E-01     0.2130         0.8669          2.037          1.020         0.7082E-02     0.9221E-02
0.1727E-01     0.2016         0.8823          2.108          1.021         0.5806E-02     0.8103E-02
0.1879E-01     0.1560         0.8940          2.162          1.022         0.3249E-02     0.4777E-02
0.2032E-01     0.1277         0.8959          2.177          1.024         0.2138E-02     0.3195E-02
0.2185E-01     0.9725E-01     0.8979          2.193          1.027         0.1216E-02     0.1847E-02
0.2341E-01     0.7467E-01     0.8985          2.193          1.028         0.7168E-03     0.1091E-02
0.2493E-01     0.4409E-01     0.8954          2.190          1.030         0.2510E-03     0.3812E-03
0.2649E-01     0.2599E-01     0.8962          2.193          1.031         0.8689E-04     0.1325E-03
0.2798E-01     0.1603E-01     0.8932          2.183          1.034         0.3345E-04     0.5071E-04
0.2784E-01     0.1803E-01     0.8933          2.184          1.034         0.4228E-04     0.6413E-04
0.2787E-01     0.1481E-01     0.8932          2.183          1.034         0.2853E-04     0.4327E-04
0.2789E-01     0.1506E-01     0.8932          2.183          1.034         0.2951E-04     0.4475E-04

*********************ALPHA=20 DEGREES, INCLINED-WIRE SURVEYS********************

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I01.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.3810E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  570.0
 RHO ref hw            = 0.8661
 TAU wall preston      =  141.7
 P wall mean flow      = 0.2174E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.2943E-02     0.7608          1.588          1.078         -.1465E-02     -.4307E-03
0.3216E-02     -.2660E-02     0.7958          1.707          1.076         -.1228E-02     -.4165E-03
0.4657E-02     -.2772E-02     0.8263          1.815          1.073         -.1196E-02     -.4574E-03
0.6103E-02     -.2839E-02     0.8525          1.921          1.073         -.1147E-02     -.4912E-03
0.7527E-02     -.2702E-02     0.8723          2.004          1.068         -.1037E-02     -.4808E-03
0.8941E-02     -.2560E-02     0.8935          2.097          1.069         -.9278E-03     -.4716E-03
0.1037E-01     -.2196E-02     0.9069          2.161          1.076         -.7657E-03     -.4162E-03
0.1183E-01     -.1810E-02     0.9244          2.247          1.071         -.5993E-03     -.3506E-03
0.1329E-01     -.1562E-02     0.9396          2.326          1.068         -.4938E-03     -.3088E-03
0.1475E-01     -.1573E-02     0.9545          2.406          1.066         -.4744E-03     -.3167E-03
0.1619E-01     -.1145E-02     0.9667          2.478          1.070         -.3314E-03     -.2356E-03
0.1768E-01     -.9221E-03     0.9759          2.534          1.065         -.2585E-03     -.1912E-03
0.1913E-01     -.7174E-03     0.9893          2.620          1.065         -.1916E-03     -.1515E-03
0.2058E-01     -.4966E-03     0.9950          2.662          1.069         -.1295E-03     -.1061E-03
0.2204E-01     -.4917E-03      1.001          2.716          1.067         -.1244E-03     -.1060E-03
0.2350E-01     -.2801E-03      1.004          2.743          1.070         -.6986E-04     -.6085E-04
0.2496E-01     -.1536E-03      1.005          2.759          1.075         -.3798E-04     -.3363E-04
0.2643E-01     0.5750E-04      1.006          2.775          1.074         0.1410E-04     0.1260E-04
0.2790E-01     0.4196E-04      1.005          2.776          1.071         0.1028E-04     0.9171E-05
0.2935E-01     0.1576E-05      1.008          2.793          1.066         0.3825E-06     0.3439E-06
0.3083E-01     -.1018E-04
0.3233E-01     0.4880E-05
0.3379E-01     0.4492E-06
0.3527E-01     -.1845E-05
0.3676E-01     -.1480E-05
0.3824E-01     -.4806E-05
0.3974E-01     0.3414E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I02.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY IS 5.5 DEGREES OFF VERTICAL. X = 0.1270E-01 )
 X                     = 0.1270E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  561.6
 RHO ref hw            = 0.8919
 TAU wall preston      =  45.80
 P wall mean flow      = 0.5830E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.7460E-02     0.3846         0.6839         0.9600         -.6284E-02     -.8185E-03
0.3380E-02     -.1019E-01     0.4818         0.8832         0.9384         -.7769E-02     -.1650E-02
0.4812E-02     -.1438E-01     0.5771          1.098         0.9296         -.9700E-02     -.3156E-02
0.6252E-02     -.1379E-01     0.6432          1.263         0.9289         -.8416E-02     -.3619E-02
0.7685E-02     -.1182E-01     0.7014          1.427         0.9231         -.6518E-02     -.3553E-02
0.9131E-02     -.1244E-01     0.7525          1.584         0.9138         -.6210E-02     -.4128E-02
0.1058E-01     -.1087E-01     0.7971          1.732         0.8998         -.4943E-02     -.3871E-02
0.1201E-01     -.8271E-02     0.8295          1.851         0.8825         -.3490E-02     -.3060E-02
0.1343E-01     -.6633E-02     0.8664          1.997         0.8550         -.2556E-02     -.2528E-02
0.1485E-01     -.2032E-02     0.9028          2.157         0.7993         -.7102E-03     -.7662E-03
0.1632E-01     0.6229E-02     0.9413          2.354         0.6747         0.1936E-02     0.2101E-02
0.1777E-01     0.6770E-03     0.9947          2.678         0.4643         0.1750E-03     0.1691E-03
0.1923E-01     -.1225E-02
0.2067E-01     -.7252E-03
0.2216E-01     -.5429E-03
0.2361E-01     -.1725E-03
0.2506E-01     -.1698E-03
0.2651E-01     -.1015E-03
0.2798E-01     -.3608E-04
0.2944E-01     -.1623E-04
0.3091E-01     -.5402E-05
0.3238E-01     0.5139E-05
0.3383E-01     0.5909E-05
0.3532E-01     -.3479E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I03.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.2540E-01 )
 X                     = 0.2540E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  566.2
 RHO ref hw            = 0.8775
 TAU wall preston      =  98.22
 P wall mean flow      = 0.6597E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.9635E-02     0.4281         0.7680         0.9854         -.7796E-02     -.1487E-02
0.3440E-02     -.1321E-01     0.4874         0.8940         0.9584         -.1001E-01     -.2517E-02
0.4891E-02     -.1373E-01     0.5615          1.061         0.9419         -.9466E-02     -.3294E-02
0.6332E-02     -.1183E-01     0.6352          1.243         0.9349         -.7309E-02     -.3468E-02
0.7760E-02     -.1700E-01     0.6934          1.402         0.9312         -.9519E-02     -.5718E-02
0.9173E-02     -.1245E-01     0.7469          1.562         0.9284         -.6303E-02     -.4687E-02
0.1061E-01     -.9729E-02     0.7887          1.698         0.9236         -.4519E-02     -.3950E-02
0.1208E-01     -.8783E-02     0.8330          1.857         0.9132         -.3691E-02     -.3816E-02
0.1354E-01     -.7041E-02     0.8631          1.981         0.8952         -.2740E-02     -.3160E-02
0.1498E-01     -.3893E-02     0.8884          2.090         0.8595         -.1417E-02     -.1746E-02
0.1644E-01     0.1973E-02     0.9090          2.189         0.7971         0.6766E-03     0.8480E-03
0.1792E-01     0.1584E-01     0.9058          2.185         0.6818         0.5444E-02     0.5815E-02
0.1937E-01     0.6439E-02     0.9156          2.242         0.5352         0.2139E-02     0.1889E-02
0.2079E-01     0.6710E-03
0.2226E-01     -.9979E-04
0.2373E-01     -.1815E-04
0.2520E-01     -.9281E-05
0.2667E-01     -.4964E-05
0.2814E-01     -.1821E-05
0.2959E-01     0.1698E-05
0.3108E-01     0.3778E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I04.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.4128E-01 )
 X                     = 0.4140E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  567.9
 RHO ref hw            = 0.8724
 TAU wall preston      =  132.9
 P wall mean flow      = 0.7209E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.8370E-02     0.4633         0.8422          1.048         -.6520E-02     -.1738E-02
0.3412E-02     -.9564E-02     0.5113         0.9481          1.012         -.7034E-02     -.2296E-02
0.4844E-02     -.1187E-01     0.5562          1.050         0.9887         -.8235E-02     -.3222E-02
0.6277E-02     -.1430E-01     0.6066          1.175         0.9746         -.9212E-02     -.4443E-02
0.7732E-02     -.1396E-01     0.6765          1.358         0.9628         -.8038E-02     -.5117E-02
0.9157E-02     -.1140E-01     0.7159          1.472         0.9556         -.6110E-02     -.4535E-02
0.1060E-01     -.1053E-01     0.7694          1.640         0.9516         -.5073E-02     -.4657E-02
0.1203E-01     -.9023E-02     0.8009          1.747         0.9495         -.4062E-02     -.4224E-02
0.1348E-01     -.6828E-02     0.8404          1.891         0.9491         -.2809E-02     -.3421E-02
0.1495E-01     -.4762E-02     0.8603          1.973         0.9420         -.1863E-02     -.2449E-02
0.1639E-01     -.1702E-02     0.8851          2.085         0.9326         -.6216E-03     -.9037E-03
0.1781E-01     -.2862E-03     0.8909          2.121         0.9125         -.1022E-03     -.1505E-03
0.1922E-01     0.3158E-02     0.9025          2.181         0.8686         0.1088E-02     0.1612E-02
0.2070E-01     0.2664E-01     0.9384          2.364         0.7108         0.8236E-02     0.1173E-01
0.2215E-01     0.3891E-02     0.9782          2.601         0.4441         0.1050E-02     0.1131E-02
0.2362E-01     0.1386E-03
0.2506E-01     -.3117E-05
0.2654E-01     0.5068E-06

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I05.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.4128E-01 )
 X                     = 0.5710E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  568.4
 RHO ref hw            = 0.8709
 TAU wall preston      =  179.6
 P wall mean flow      = 0.7501E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.7682E-02     0.4633         0.8422          1.048         -.5985E-02     -.1660E-02
0.3427E-02     -.7826E-02     0.5118         0.9493          1.012         -.5753E-02     -.1958E-02
0.4868E-02     -.9374E-02     0.5563          1.051         0.9884         -.6503E-02     -.2648E-02
0.6303E-02     -.1177E-01     0.6072          1.176         0.9744         -.7578E-02     -.3812E-02
0.7751E-02     -.1339E-01     0.6769          1.359         0.9628         -.7702E-02     -.5110E-02
0.9211E-02     -.1369E-01     0.7169          1.475         0.9557         -.7324E-02     -.5681E-02
0.1064E-01     -.1151E-01     0.7697          1.641         0.9515         -.5541E-02     -.5301E-02
0.1208E-01     -.7419E-02     0.8042          1.759         0.9492         -.3316E-02     -.3634E-02
0.1349E-01     -.7140E-02     0.8406          1.892         0.9491         -.2936E-02     -.3723E-02
0.1497E-01     -.4475E-02     0.8604          1.973         0.9418         -.1750E-02     -.2395E-02
0.1642E-01     -.3060E-02     0.8852          2.085         0.9322         -.1117E-02     -.1690E-02
0.1789E-01     -.1076E-02     0.8916          2.125         0.9108         -.3835E-03     -.5886E-03
0.1934E-01     -.1927E-03     0.9036          2.187         0.8634         -.6615E-04     -.1020E-03
0.2082E-01     0.5099E-04     0.9408          2.377         0.6891         0.1564E-04     0.2273E-04
0.2229E-01     0.1190E-03     0.9733          2.571         0.4252         0.3264E-04     0.3425E-04
0.2374E-01     0.1970E-02
0.2520E-01     0.2383E-01
0.2666E-01     0.4882E-03
0.2814E-01     -.5725E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I06.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.7620E-01 )
 X                     = 0.7620E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  569.4
 RHO ref hw            = 0.8679
 TAU wall preston      =  224.3
 P wall mean flow      = 0.7715E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.5098E-02     0.5547          1.047         0.9841         -.3544E-02     -.1468E-02
0.3440E-02     -.6261E-02     0.5812          1.110         0.9642         -.4194E-02     -.1913E-02
0.4870E-02     -.7438E-02     0.6075          1.177         0.9497         -.4785E-02     -.2419E-02
0.6290E-02     -.1002E-01     0.6360          1.252         0.9376         -.6158E-02     -.3475E-02
0.7750E-02     -.1095E-01     0.6753          1.360         0.9293         -.6296E-02     -.4154E-02
0.9200E-02     -.1101E-01     0.7109          1.462         0.9244         -.5933E-02     -.4502E-02
0.1068E-01     -.1186E-01     0.7524          1.591         0.9249         -.5893E-02     -.5298E-02
0.1213E-01     -.1061E-01     0.7836          1.694         0.9236         -.4939E-02     -.5025E-02
0.1359E-01     -.6444E-02     0.8183          1.816         0.9287         -.2779E-02     -.3267E-02
0.1506E-01     -.5884E-02     0.8523          1.946         0.9336         -.2339E-02     -.3177E-02
0.1653E-01     -.4584E-02     0.8660          2.005         0.9371         -.1757E-02     -.2542E-02
0.1797E-01     -.2457E-02     0.8751          2.052         0.9401         -.9151E-03     -.1391E-02
0.1945E-01     -.8277E-03     0.8764          2.066         0.9408         -.3057E-03     -.4713E-03
0.2092E-01     -.2826E-03     0.8755          2.066         0.9414         -.1044E-03     -.1610E-03
0.2239E-01     -.9608E-05     0.8735          2.058         0.9405         -.3566E-05     -.5454E-05
0.2385E-01     0.2222E-04     0.8729          2.058         0.9365         0.8247E-05     0.1256E-04
0.2534E-01     0.5803E-04     0.8717          2.051         0.9328         0.2163E-04     0.3258E-04
0.2679E-01     0.7304E-04     0.8708          2.045         0.9313         0.2733E-04     0.4086E-04
0.2829E-01     0.1189E-03     0.8709          2.044         0.9311         0.4451E-04     0.6647E-04
0.2979E-01     0.1983E-02     0.8716          2.052         0.9162         0.7386E-03     0.1094E-02
0.3125E-01     0.1118E-01     0.9190          2.274         0.7221         0.3642E-02     0.5222E-02
0.3274E-01     -.2310E-03

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I07.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.1143     )
 X                     = 0.9520E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  571.0
 RHO ref hw            = 0.8630
 TAU wall preston      =  255.0
 P wall mean flow      = 0.7874E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.1564E-02     0.6143          1.187         0.9874         -.1000E-02     -.5450E-03
0.3443E-02     -.2963E-02     0.6411          1.257         0.9672         -.1815E-02     -.1087E-02
0.4824E-02     -.3662E-02     0.6652          1.324         0.9572         -.2153E-02     -.1415E-02
0.6204E-02     -.6193E-02     0.6787          1.363         0.9474         -.3552E-02     -.2451E-02
0.7664E-02     -.9005E-02     0.7005          1.427         0.9424         -.4963E-02     -.3731E-02
0.9124E-02     -.1025E-01     0.7301          1.521         0.9404         -.5324E-02     -.4535E-02
0.1057E-01     -.1130E-01     0.7483          1.575         0.9393         -.5669E-02     -.5176E-02
0.1201E-01     -.1217E-01     0.7928          1.724         0.9386         -.5560E-02     -.6074E-02
0.1344E-01     -.1247E-01     0.8083          1.780         0.9418         -.5499E-02     -.6432E-02
0.1492E-01     -.8779E-02     0.8297          1.862         0.9476         -.3677E-02     -.4735E-02
0.1639E-01     -.8091E-02     0.8440          1.918         0.9502         -.3274E-02     -.4484E-02
0.1786E-01     -.6974E-02     0.8600          1.983         0.9515         -.2710E-02     -.3973E-02
0.1932E-01     -.3835E-02     0.8621          1.995         0.9568         -.1480E-02     -.2207E-02
0.2081E-01     -.2095E-02     0.8652          2.009         0.9616         -.8014E-03     -.1218E-02
0.2229E-01     -.8986E-03     0.8617          1.998         0.9706         -.3460E-03     -.5253E-03
0.2376E-01     -.2221E-03     0.8595          1.993         0.9735         -.8579E-04     -.1300E-03
0.2523E-01     -.4553E-04     0.8592          1.986         0.9745         -.1766E-04     -.2661E-04
0.2670E-01     0.6953E-04     0.8559          1.982         0.9738         0.2704E-04     0.4053E-04
0.2817E-01     0.9149E-04     0.8551          1.980         0.9689         0.3563E-04     0.5302E-04
0.2966E-01     0.1160E-03     0.8539          1.974         0.9685         0.4534E-04     0.6704E-04
0.3113E-01     0.1361E-03     0.8583          1.988         0.9629         0.5272E-04     0.7861E-04
0.3261E-01     0.1404E-03     0.8590          1.993         0.9614         0.5424E-04     0.8116E-04
0.3410E-01     0.1658E-03     0.8569          1.992         0.9566         0.6408E-04     0.9530E-04

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I08.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.1143     )
 X                     = 0.1143
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  564.2
 RHO ref hw            = 0.8838
 TAU wall preston      =  272.6
 P wall mean flow      = 0.8032E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.2509E-02     0.6143          1.187         0.9874         -.1605E-02     -.8921E-03
0.3450E-02     -.3524E-02     0.6411          1.257         0.9671         -.2159E-02     -.1319E-02
0.4903E-02     -.5225E-02     0.6680          1.332         0.9569         -.3056E-02     -.2074E-02
0.6321E-02     -.7760E-02     0.6805          1.369         0.9467         -.4435E-02     -.3144E-02
0.7753E-02     -.9052E-02     0.7027          1.433         0.9419         -.4968E-02     -.3843E-02
0.9178E-02     -.1086E-01     0.7312          1.524         0.9401         -.5627E-02     -.4912E-02
0.1064E-01     -.1006E-01     0.7482          1.575         0.9394         -.5050E-02     -.4704E-02
0.1208E-01     -.9950E-02     0.7908          1.717         0.9389         -.4567E-02     -.5051E-02
0.1354E-01     -.1004E-01     0.8127          1.797         0.9420         -.4379E-02     -.5325E-02
0.1498E-01     -.7659E-02     0.8301          1.864         0.9478         -.3205E-02     -.4217E-02
0.1646E-01     -.5657E-02     0.8447          1.921         0.9506         -.2285E-02     -.3204E-02
0.1792E-01     -.3897E-02     0.8604          1.985         0.9514         -.1513E-02     -.2267E-02
0.1937E-01     -.2243E-02     0.8621          1.995         0.9570         -.8653E-03     -.1317E-02
0.2083E-01     -.7294E-03     0.8651          2.008         0.9617         -.2791E-03     -.4327E-03
0.2230E-01     -.7470E-03     0.8616          1.998         0.9707         -.2877E-03     -.4455E-03
0.2376E-01     -.5950E-03     0.8595          1.993         0.9735         -.2299E-03     -.3552E-03
0.2521E-01     -.2476E-03     0.8593          1.987         0.9746         -.9601E-04     -.1476E-03
0.2669E-01     -.7967E-04     0.8560          1.982         0.9738         -.3098E-04     -.4738E-04
0.2814E-01     -.2461E-04     0.8551          1.980         0.9690         -.9579E-05     -.1455E-04
0.2962E-01     -.9297E-05     0.8539          1.974         0.9685         -.3634E-05     -.5481E-05
0.3110E-01     0.1531E-05     0.8583          1.988         0.9629         0.5932E-06     0.9022E-06
0.3259E-01     0.1058E-04     0.8590          1.993         0.9615         0.4088E-05     0.6240E-05

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20I09.DAT

PROFILE TABULATION - INCLINED WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.3810E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  564.0
 RHO ref hw            = 0.8844
 TAU wall preston      =  141.7
 P wall mean flow      = 0.2174E+05


    Y            (rhou)"v"      U               M            Ps             (u"v")         RHO(u"v")
                 RHO U**2       Uref                         Pwall           U**2          RHOref Uref**2

0.2000E-02     -.2856E-02     0.7608          1.588          1.078         -.1422E-02     -.4181E-03
0.3375E-02     -.2748E-02     0.7982          1.715          1.076         -.1262E-02     -.4323E-03
0.4809E-02     -.2769E-02     0.8293          1.826          1.072         -.1186E-02     -.4590E-03
0.6248E-02     -.2265E-02     0.8543          1.928          1.073         -.9107E-03     -.3932E-03
0.7689E-02     -.1916E-02     0.8752          2.016          1.066         -.7297E-03     -.3420E-03
0.9125E-02     -.2285E-02     0.8950          2.104          1.070         -.8247E-03     -.4227E-03
0.1058E-01     -.1840E-02     0.9095          2.174          1.075         -.6366E-03     -.3500E-03
0.1202E-01     -.2025E-02     0.9267          2.259          1.071         -.6659E-03     -.3937E-03
0.1347E-01     -.1868E-02     0.9417          2.337          1.067         -.5865E-03     -.3700E-03
0.1492E-01     -.1728E-02     0.9557          2.414          1.065         -.5190E-03     -.3484E-03
0.1636E-01     -.1357E-02     0.9675          2.483          1.069         -.3916E-03     -.2791E-03
0.1778E-01     -.6057E-03     0.9763          2.537          1.065         -.1695E-03     -.1256E-03
0.1922E-01     -.8496E-03     0.9900          2.624          1.066         -.2263E-03     -.1796E-03
0.2069E-01     -.4254E-03     0.9954          2.665          1.068         -.1107E-03     -.9091E-04
0.2215E-01     -.5987E-03      1.002          2.718          1.067         -.1513E-03     -.1291E-03
0.2361E-01     -.6946E-04      1.004          2.744          1.071         -.1732E-04     -.1510E-04
0.2507E-01     -.1763E-03      1.005          2.760          1.075         -.4356E-04     -.3860E-04
0.2655E-01     -.8803E-04      1.006          2.776          1.073         -.2156E-04     -.1929E-04
0.2802E-01     -.3526E-04      1.006          2.778          1.070         -.8629E-05     -.7706E-05
0.2945E-01     -.3067E-04      1.008          2.793          1.065         -.7442E-05     -.6693E-05
0.3093E-01     -.4370E-05
0.3241E-01     0.4479E-05
0.3387E-01     0.6312E-06

*********************ALPHA=20 DEGREES, NORMAL-WIRE SURVEYS********************

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N01.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.3810E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  566.8
 RHO ref hw            = 0.8756
 TAU wall preston      =  141.7
 P wall mean flow      = 0.2174E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.1532         0.7608          1.588          1.078         0.6462E-02     0.1900E-02
0.3255E-02     0.1504         0.7964          1.709          1.076         0.5343E-02     0.1816E-02
0.4699E-02     0.1522         0.8272          1.819          1.073         0.4760E-02     0.1827E-02
0.6134E-02     0.1493         0.8529          1.922          1.073         0.4017E-02     0.1723E-02
0.7583E-02     0.1477         0.8733          2.008          1.067         0.3529E-02     0.1643E-02
0.9015E-02     0.1429         0.8944          2.101          1.069         0.2942E-02     0.1502E-02
0.1046E-01     0.1454         0.9081          2.167          1.076         0.2807E-02     0.1533E-02
0.1191E-01     0.1406         0.9253          2.252          1.071         0.2364E-02     0.1389E-02
0.1335E-01     0.1406         0.9403          2.330          1.068         0.2152E-02     0.1350E-02
0.1481E-01     0.1340         0.9550          2.409          1.065         0.1777E-02     0.1189E-02
0.1626E-01     0.1315         0.9670          2.480          1.070         0.1574E-02     0.1120E-02
0.1770E-01     0.1315         0.9759          2.534          1.065         0.1477E-02     0.1093E-02
0.1911E-01     0.1133         0.9892          2.618          1.065         0.9944E-03     0.7857E-03
0.2059E-01     0.1062         0.9950          2.662          1.069         0.8312E-03     0.6810E-03
0.2204E-01     0.8947E-01      1.001          2.716          1.067         0.5547E-03     0.4724E-03
0.2352E-01     0.7177E-01      1.004          2.743          1.070         0.3464E-03     0.3018E-03
0.2497E-01     0.6122E-01      1.005          2.759          1.075         0.2474E-03     0.2191E-03
0.2645E-01     0.4298E-01      1.006          2.775          1.074         0.1198E-03     0.1072E-03
0.2792E-01     0.3630E-01      1.005          2.776          1.070         0.8538E-04     0.7619E-04
0.2939E-01     0.2452E-01      1.008          2.793          1.066         0.3823E-04     0.3437E-04
0.3083E-01     0.1740E-01
0.3231E-01     0.1756E-01
0.3379E-01     0.1496E-01
0.3526E-01     0.1355E-01
0.3673E-01     0.1369E-01
0.3821E-01     0.1339E-01
0.3968E-01     0.1322E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N02.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS VERTICAL
 ( MEAN FLOW  SURVEY NORMAL TO TUNNEL FLOOR-VERTICAL. X = -.3810E-01 )
 X                     = -.5080E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  572.3
 RHO ref hw            = 0.8591
 TAU wall preston      =  141.7
 P wall mean flow      = 0.2174E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.1512         0.7608          1.588          1.078         0.6295E-02     0.1851E-02
0.3265E-02     0.1493         0.7965          1.709          1.076         0.5262E-02     0.1790E-02
0.4709E-02     0.1462         0.8274          1.819          1.073         0.4388E-02     0.1685E-02
0.6154E-02     0.1444         0.8531          1.923          1.073         0.3752E-02     0.1612E-02
0.7586E-02     0.1388         0.8734          2.008          1.067         0.3115E-02     0.1451E-02
0.9032E-02     0.1384         0.8945          2.101          1.069         0.2758E-02     0.1408E-02
0.1048E-01     0.1363         0.9083          2.168          1.076         0.2463E-02     0.1347E-02
0.1193E-01     0.1325         0.9256          2.254          1.071         0.2096E-02     0.1233E-02
0.1338E-01     0.1341         0.9407          2.332          1.068         0.1953E-02     0.1227E-02
0.1482E-01     0.1334         0.9551          2.410          1.065         0.1760E-02     0.1178E-02
0.1625E-01     0.1285         0.9670          2.480          1.070         0.1503E-02     0.1070E-02
0.1769E-01     0.1213         0.9759          2.534          1.065         0.1257E-02     0.9298E-03
0.1917E-01     0.1146         0.9896          2.621          1.065         0.1014E-02     0.8030E-03
0.2063E-01     0.1071         0.9952          2.663          1.069         0.8440E-03     0.6921E-03
0.2209E-01     0.9060E-01      1.002          2.717          1.067         0.5681E-03     0.4842E-03
0.2355E-01     0.7302E-01      1.004          2.743          1.070         0.3584E-03     0.3123E-03
0.2504E-01     0.6080E-01      1.005          2.760          1.075         0.2439E-03     0.2161E-03
0.2651E-01     0.4533E-01      1.006          2.775          1.073         0.1332E-03     0.1192E-03
0.2795E-01     0.3601E-01      1.005          2.777          1.070         0.8397E-04     0.7495E-04
0.2942E-01     0.2590E-01      1.008          2.793          1.066         0.4264E-04     0.3835E-04
0.3090E-01     0.1657E-01
0.3237E-01     0.1437E-01
0.3385E-01     0.1403E-01
0.3532E-01     0.1282E-01
0.3676E-01     0.1275E-01
0.3824E-01     0.1214E-01
0.3974E-01     0.1214E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N03.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY IS 5.5 DEGREES OFF VERTICAL. X = -.1111E-01 )
 X                     = -.6300E-02
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  570.3
 RHO ref hw            = 0.8649
 TAU wall preston      =  17.02
 P wall mean flow      = 0.4161E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.3000E-02     0.3080         0.5675          1.079          1.028         0.4833E-01     0.1198E-01
0.4279E-02     0.3353         0.6656          1.328         0.9943         0.4278E-01     0.1554E-01
0.5713E-02     0.3208         0.7281          1.509         0.9450         0.3131E-01     0.1395E-01
0.7160E-02     0.2687         0.7747          1.658         0.8979         0.1818E-01     0.9298E-02
0.8601E-02     0.2104         0.8189          1.816         0.8029         0.9122E-02     0.5003E-02
0.1004E-01     0.1715         0.8613          1.983         0.7032         0.4910E-02     0.2811E-02
0.1147E-01     0.1686         0.8903          2.114         0.6493         0.4028E-02     0.2420E-02
0.1294E-01     0.1489         0.9139          2.225         0.6260         0.2741E-02     0.1759E-02
0.1438E-01     0.1340         0.9301          2.306         0.6131         0.2012E-02     0.1358E-02
0.1584E-01     0.1317         0.9466          2.400         0.6065         0.1735E-02     0.1255E-02
0.1728E-01     0.1291         0.9596          2.476         0.6036         0.1524E-02     0.1168E-02
0.1870E-01     0.1307         0.9692          2.532         0.6026         0.1462E-02     0.1170E-02
0.2015E-01     0.1189         0.9774          2.587         0.6026         0.1135E-02     0.9482E-03
0.2162E-01     0.1097         0.9868          2.654         0.6026         0.8949E-03     0.7866E-03
0.2308E-01     0.1001         0.9879          2.668         0.6026         0.7335E-03     0.6514E-03
0.2455E-01     0.9023E-01     0.9944          2.715         0.6021         0.5648E-03     0.5192E-03
0.2601E-01     0.7461E-01     0.9964          2.733         0.6024         0.3785E-03     0.3526E-03
0.2750E-01     0.5681E-01     0.9980          2.750         0.6029         0.2154E-03     0.2033E-03
0.2897E-01     0.4952E-01     0.9978          2.752         0.6036         0.1632E-03     0.1545E-03
0.3041E-01     0.3696E-01     0.9972          2.756         0.6048         0.9054E-04     0.8610E-04
0.3180E-01     0.3002E-01
0.3329E-01     0.2470E-01
0.3476E-01     0.1975E-01
0.3624E-01     0.1472E-01
0.3771E-01     0.1293E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N04.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY IS 5.5 DEGREES OFF VERTICAL. X = 0.0000E+00 )
 X                     = 0.0000E+00
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  564.2
 RHO ref hw            = 0.8839
 TAU wall preston      =  13.47
 P wall mean flow      = 0.4615E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.3000E-02     0.2473         0.2878         0.5026         0.9904         0.5219E-01     0.2999E-02
0.4238E-02     0.2859         0.4521         0.8223         0.9846         0.5428E-01     0.8299E-02
0.5673E-02     0.3743         0.5925          1.135         0.9842         0.6704E-01     0.1952E-01
0.7096E-02     0.3483         0.6756          1.351         0.9837         0.4493E-01     0.1852E-01
0.8549E-02     0.3480         0.7286          1.502         0.9697         0.3716E-01     0.1867E-01
0.9990E-02     0.2798         0.7813          1.671         0.9496         0.1941E-01     0.1182E-01
0.1143E-01     0.2260         0.8127          1.785         0.9308         0.1095E-01     0.7459E-02
0.1287E-01     0.1924         0.8375          1.880         0.9105         0.7041E-02     0.5201E-02
0.1432E-01     0.1805         0.8515          1.938         0.8589         0.5757E-02     0.4264E-02
0.1578E-01     0.1793         0.8891          2.099         0.7231         0.4640E-02     0.3396E-02
0.1722E-01     0.1511         0.9454          2.380         0.5811         0.2340E-02     0.1768E-02
0.1867E-01     0.1313
0.2008E-01     0.1250
0.2154E-01     0.1164
0.2300E-01     0.1026
0.2447E-01     0.9632E-01
0.2593E-01     0.8441E-01
0.2739E-01     0.6451E-01
0.2889E-01     0.5427E-01
0.3034E-01     0.3858E-01
0.3180E-01     0.3007E-01
0.3326E-01     0.2690E-01
0.3475E-01     0.1998E-01
0.3622E-01     0.1558E-01
0.3770E-01     0.1517E-01
0.3917E-01     0.1415E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N05.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY IS 5.5 DEGREES OFF VERTICAL. X = 0.3969E-02 )
 X                     = 0.3900E-02
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  565.2
 RHO ref hw            = 0.8807
 TAU wall preston      =  11.24
 P wall mean flow      = 0.5073E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.2810         0.2090         0.3596         0.9560         0.7275E-01     0.2270E-02
0.3243E-02     0.3329         0.3660         0.6499         0.9588         0.8533E-01     0.8722E-02
0.4670E-02     0.3524         0.5136         0.9521         0.9545         0.7255E-01     0.1585E-01
0.6122E-02     0.3661         0.6230          1.211         0.9451         0.5874E-01     0.2054E-01
0.7565E-02     0.3120         0.6914          1.393         0.9356         0.3423E-01     0.1568E-01
0.9004E-02     0.2758         0.7460          1.556         0.9125         0.2182E-01     0.1216E-01
0.1044E-01     0.2161         0.7878          1.694         0.8867         0.1125E-01     0.7221E-02
0.1189E-01     0.1952         0.8306          1.850         0.8677         0.7524E-02     0.5640E-02
0.1335E-01     0.1798         0.8538          1.941         0.8416         0.5687E-02     0.4554E-02
0.1479E-01     0.1889         0.8629          1.977         0.8045         0.5999E-02     0.4763E-02
0.1624E-01     0.1641         0.8914          2.105         0.6890         0.3860E-02     0.2975E-02
0.1765E-01     0.1253         0.9418          2.361         0.5590         0.1647E-02     0.1295E-02
0.1912E-01     0.1148         0.9867          2.626         0.4689         0.1012E-02     0.8261E-03
0.2057E-01     0.1062
0.2204E-01     0.9588E-01
0.2351E-01     0.8031E-01
0.2496E-01     0.6761E-01
0.2645E-01     0.5093E-01
0.2792E-01     0.4456E-01
0.2937E-01     0.2581E-01
0.3084E-01     0.2315E-01
0.3232E-01     0.2175E-01
0.3379E-01     0.1531E-01
0.3527E-01     0.1479E-01
0.3674E-01     0.1355E-01
0.3819E-01     0.1317E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N06.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY IS 5.5 DEGREES OFF VERTICAL. X = 0.1270E-01 )
 X                     = 0.1270E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  564.3
 RHO ref hw            = 0.8834
 TAU wall preston      =  45.80
 P wall mean flow      = 0.5830E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.3316         0.3846         0.6839         0.9600         0.8241E-01     0.1073E-01
0.3259E-02     0.3500         0.4789         0.8769         0.9407         0.7720E-01     0.1620E-01
0.4695E-02     0.3729         0.5672          1.075         0.9342         0.7117E-01     0.2230E-01
0.6136E-02     0.3855         0.6384          1.251         0.9300         0.6211E-01     0.2621E-01
0.7563E-02     0.3639         0.6947          1.407         0.9236         0.4574E-01     0.2427E-01
0.9023E-02     0.3097         0.7482          1.570         0.9155         0.2702E-01     0.1769E-01
0.1048E-01     0.2417         0.7927          1.717         0.9009         0.1366E-01     0.1052E-01
0.1192E-01     0.2015         0.8265          1.840         0.8836         0.8122E-02     0.7047E-02
0.1336E-01     0.1736         0.8637          1.986         0.8571         0.5012E-02     0.4915E-02
0.1478E-01     0.1683         0.9002          2.145         0.8046         0.3864E-02     0.4150E-02
0.1625E-01     0.1917         0.9421          2.358         0.6753         0.3865E-02     0.4211E-02
0.1770E-01     0.1380         0.9920          2.660         0.4745         0.1407E-02     0.1370E-02
0.1917E-01     0.9773E-01
0.2063E-01     0.8413E-01
0.2210E-01     0.6623E-01
0.2359E-01     0.4605E-01
0.2505E-01     0.3893E-01
0.2649E-01     0.2999E-01
0.2797E-01     0.2309E-01
0.2945E-01     0.1771E-01
0.3093E-01     0.1506E-01
0.3240E-01     0.1399E-01
0.3388E-01     0.1366E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N07.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.2540E-01 )
 X                     = 0.2540E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  561.6
 RHO ref hw            = 0.8919
 TAU wall preston      =  98.22
 P wall mean flow      = 0.6597E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.3189         0.4281         0.7680         0.9854         0.7096E-01     0.1354E-01
0.3242E-02     0.3242         0.4797         0.8770         0.9603         0.6623E-01     0.1606E-01
0.4692E-02     0.3613         0.5582          1.053         0.9444         0.6844E-01     0.2355E-01
0.6152E-02     0.3718         0.6305          1.231         0.9369         0.5912E-01     0.2757E-01
0.7592E-02     0.3573         0.6919          1.397         0.9326         0.4464E-01     0.2669E-01
0.9022E-02     0.3360         0.7444          1.554         0.9285         0.3246E-01     0.2389E-01
0.1045E-01     0.2949         0.7838          1.681         0.9247         0.2128E-01     0.1826E-01
0.1193E-01     0.2307         0.8302          1.847         0.9143         0.1055E-01     0.1080E-01
0.1338E-01     0.1955         0.8582          1.961         0.8982         0.6559E-02     0.7437E-02
0.1486E-01     0.1565         0.8868          2.083         0.8623         0.3609E-02     0.4431E-02
0.1631E-01     0.1314         0.9088          2.186         0.8048         0.2239E-02     0.2826E-02
0.1779E-01     0.1936         0.9049          2.180         0.6962         0.4895E-02     0.5317E-02
0.1924E-01     0.1770         0.9134          2.230         0.5471         0.3849E-02     0.3437E-02
0.2072E-01     0.4950E-01
0.2218E-01     0.2916E-01
0.2366E-01     0.2397E-01
0.2512E-01     0.1579E-01
0.2661E-01     0.1625E-01
0.2807E-01     0.1347E-01
0.2953E-01     0.1354E-01
0.3102E-01     0.1423E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N08.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.4128E-01 )
 X                     = 0.4140E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  564.6
 RHO ref hw            = 0.8827
 TAU wall preston      =  132.9
 P wall mean flow      = 0.7209E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.2686         0.4633         0.8422          1.048         0.4702E-01     0.1253E-01
0.3290E-02     0.3058         0.5065         0.9374          1.015         0.5547E-01     0.1774E-01
0.4700E-02     0.3246         0.5557          1.049         0.9910         0.5551E-01     0.2172E-01
0.6180E-02     0.3611         0.6045          1.169         0.9753         0.5999E-01     0.2869E-01
0.7640E-02     0.3361         0.6716          1.344         0.9631         0.4217E-01     0.2632E-01
0.9100E-02     0.3451         0.7145          1.467         0.9556         0.3817E-01     0.2818E-01
0.1056E-01     0.3159         0.7691          1.639         0.9516         0.2576E-01     0.2362E-01
0.1204E-01     0.2614         0.8014          1.749         0.9495         0.1534E-01     0.1598E-01
0.1351E-01     0.2000         0.8411          1.894         0.9491         0.7470E-02     0.9123E-02
0.1497E-01     0.1527         0.8604          1.973         0.9418         0.3940E-02     0.5183E-02
0.1643E-01     0.1063         0.8852          2.086         0.9321         0.1659E-02     0.2413E-02
0.1790E-01     0.7177E-01     0.8917          2.125         0.9106         0.7200E-03     0.1062E-02
0.1938E-01     0.5600E-01     0.9044          2.191         0.8603         0.4042E-03     0.5988E-03
0.2086E-01     0.2140         0.9414          2.381         0.6824         0.4689E-02     0.6505E-02
0.2232E-01     0.1713         0.9739          2.575         0.4205         0.2389E-02     0.2390E-02
0.2379E-01     0.2960E-01
0.2527E-01     0.1444E-01
0.2676E-01     0.1336E-01
0.2826E-01     0.1301E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N09.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.4128E-01 )
 X                     = 0.5710E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  568.2
 RHO ref hw            = 0.8713
 TAU wall preston      =  179.6
 P wall mean flow      = 0.7501E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.2369         0.4633         0.8422          1.048         0.3658E-01     0.1015E-01
0.3304E-02     0.2753         0.5072         0.9389          1.014         0.4488E-01     0.1498E-01
0.4756E-02     0.3057         0.5559          1.050         0.9901         0.4921E-01     0.2003E-01
0.6206E-02     0.3295         0.6051          1.171         0.9751         0.4986E-01     0.2487E-01
0.7656E-02     0.3401         0.6725          1.347         0.9631         0.4306E-01     0.2806E-01
0.9096E-02     0.3294         0.7144          1.467         0.9556         0.3480E-01     0.2671E-01
0.1053E-01     0.3178         0.7688          1.638         0.9516         0.2611E-01     0.2488E-01
0.1197E-01     0.2673         0.7998          1.744         0.9500         0.1615E-01     0.1741E-01
0.1345E-01     0.2007         0.8395          1.888         0.9492         0.7584E-02     0.9573E-02
0.1491E-01     0.1819         0.8601          1.972         0.9423         0.5602E-02     0.7660E-02
0.1637E-01     0.1219         0.8850          2.084         0.9327         0.2185E-02     0.3305E-02
0.1782E-01     0.6850E-01     0.8910          2.121         0.9125         0.6590E-03     0.1010E-02
0.1931E-01     0.4520E-01     0.9032          2.185         0.8653         0.2653E-03     0.4090E-03
0.2078E-01     0.2974E-01     0.9402          2.374         0.6968         0.9131E-04     0.1338E-03
0.2223E-01     0.2472E-01     0.9749          2.581         0.4345         0.4945E-04     0.5341E-04
0.2370E-01     0.3442E-01
0.2517E-01     0.2491
0.2665E-01     0.8621E-01
0.2811E-01     0.1359E-01
0.2960E-01     0.1330E-01
0.3105E-01     0.1249E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N10.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.7620E-01 )
 X                     = 0.7620E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  567.7
 RHO ref hw            = 0.8728
 TAU wall preston      =  224.3
 P wall mean flow      = 0.7715E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.2332         0.5547          1.047         0.9841         0.2871E-01     0.1189E-01
0.3360E-02     0.2570         0.5800          1.107         0.9655         0.3262E-01     0.1482E-01
0.4790E-02     0.2949         0.6054          1.172         0.9505         0.3987E-01     0.1999E-01
0.6270E-02     0.3004         0.6352          1.250         0.9377         0.3774E-01     0.2123E-01
0.7710E-02     0.3204         0.6737          1.356         0.9296         0.3779E-01     0.2478E-01
0.9200E-02     0.3207         0.7109          1.462         0.9244         0.3318E-01     0.2518E-01
0.1065E-01     0.3239         0.7521          1.590         0.9250         0.2882E-01     0.2587E-01
0.1213E-01     0.2976         0.7836          1.694         0.9236         0.2132E-01     0.2169E-01
0.1360E-01     0.2602         0.8185          1.817         0.9288         0.1394E-01     0.1641E-01
0.1506E-01     0.2090         0.8523          1.946         0.9336         0.7635E-02     0.1037E-01
0.1652E-01     0.1458         0.8659          2.005         0.9371         0.3453E-02     0.4992E-02
0.1800E-01     0.1042         0.8752          2.053         0.9401         0.1661E-02     0.2526E-02
0.1946E-01     0.7523E-01     0.8764          2.066         0.9408         0.8515E-03     0.1313E-02
0.2094E-01     0.3918E-01     0.8755          2.066         0.9414         0.2310E-03     0.3563E-03
0.2241E-01     0.2757E-01     0.8735          2.058         0.9404         0.1155E-03     0.1766E-03
0.2388E-01     0.2140E-01     0.8729          2.058         0.9365         0.6959E-04     0.1060E-03
0.2535E-01     0.2057E-01     0.8717          2.051         0.9328         0.6486E-04     0.9771E-04
0.2685E-01     0.2045E-01     0.8707          2.044         0.9312         0.6467E-04     0.9659E-04
0.2835E-01     0.2049E-01     0.8709          2.044         0.9311         0.6492E-04     0.9696E-04
0.2981E-01     0.6411E-01     0.8717          2.053         0.9158         0.6288E-03     0.9315E-03
0.3132E-01     0.1967         0.9236          2.298         0.7054         0.4376E-02     0.6258E-02
0.3281E-01     0.1423E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC20N11.DAT

PROFILE TABULATION - NORMAL WIRE SURVEY IS NORMAL TO THE RAMP SURFACE
 ( MEAN FLOW  SURVEY NORMAL TO RAMP SURFACE-20 DEG OFF VERTICAL. X = 0.1143     )
 X                     = 0.9520E-01
 Z                     = -.1270E-01
 M ref                 =  2.790
 U   ref hw            =  568.9
 RHO ref hw            = 0.8692
 TAU wall preston      =  255.0
 P wall mean flow      = 0.7874E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2000E-02     0.2378         0.6143          1.187         0.9874         0.2549E-01     0.1389E-01
0.3410E-02     0.2629         0.6406          1.256         0.9674         0.2871E-01     0.1716E-01
0.4880E-02     0.2711         0.6672          1.330         0.9570         0.2793E-01     0.1851E-01
0.6360E-02     0.2777         0.6811          1.371         0.9465         0.2787E-01     0.1942E-01
0.7830E-02     0.3008         0.7046          1.439         0.9415         0.3004E-01     0.2295E-01
0.9280E-02     0.3113         0.7356          1.538         0.9395         0.2841E-01     0.2475E-01
0.1075E-01     0.3023         0.7482          1.575         0.9396         0.2558E-01     0.2336E-01
0.1222E-01     0.3032         0.7922          1.722         0.9396         0.2136E-01     0.2331E-01
0.1370E-01     0.2478         0.8137          1.801         0.9422         0.1290E-01     0.1545E-01
0.1517E-01     0.2299         0.8322          1.872         0.9482         0.1015E-01     0.1321E-01
0.1665E-01     0.1754         0.8485          1.937         0.9515         0.5443E-02     0.7612E-02
0.1811E-01     0.1251         0.8612          1.988         0.9514         0.2596E-02     0.3824E-02
0.1961E-01     0.9930E-01     0.8617          1.995         0.9584         0.1621E-02     0.2423E-02
0.2111E-01     0.5720E-01     0.8646          2.005         0.9628         0.5311E-03     0.8056E-03
0.2257E-01     0.3752E-01     0.8604          1.995         0.9725         0.2314E-03     0.3510E-03
0.2408E-01     0.2498E-01     0.8589          1.988         0.9747         0.1035E-03     0.1562E-03
0.2557E-01     0.1814E-01     0.8578          1.983         0.9740         0.5493E-04     0.8243E-04
0.2705E-01     0.1956E-01     0.8555          1.981         0.9736         0.6403E-04     0.9584E-04
0.2856E-01     0.1814E-01     0.8539          1.975         0.9679         0.5545E-04     0.8206E-04
0.3006E-01     0.1865E-01     0.8548          1.977         0.9675         0.5848E-04     0.8667E-04
0.3155E-01     0.1898E-01     0.8586          1.988         0.9634         0.5976E-04     0.8914E-04
0.3308E-01     0.1870E-01     0.8586          1.995         0.9595         0.5750E-04     0.8603E-04
0.3459E-01     0.1805E-01     0.8564          1.988         0.9561         0.5401E-04     0.8000E-04
0.3610E-01     0.7494E-01     0.8582          1.995         0.9501         0.9234E-03     0.1368E-02
0.3762E-01     0.1421         0.8577          1.995         0.9474         0.3320E-02     0.4905E-02
0.3915E-01     0.1459E-01     0.8590          1.998         0.9407         0.3488E-04     0.5131E-04

*********************ALPHA=24 DEGREES, NORMAL-WIRE SURVEYS********************

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC24N01.DAT

PROFILE TABULATION - NORMAL WIRE IS 24 DEGREES OFF VERTICAL, NORMAL TO RAMP SURFACE
( MEAN SURVEY 24 DEGREES OFF VERTICAL-NORMAL TO RAMP SURFACE. X = 0.3048E-01 )
 X                     = 0.3048E-01
 Z                     = 0.0000E+00
 M ref                 =  2.840
 U   ref hw            =  575.0
 RHO ref hw            = 0.8058
 TAU wall preston      =
 P wall mean flow      = 0.7288E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2286E-02     0.3035         0.2511         0.4364          1.035         0.8168E-01     0.6168E-02
0.3333E-02     0.2988         0.2836         0.4970          1.022         0.7645E-01     0.7394E-02
0.4950E-02     0.3338         0.3626         0.6482          1.004         0.8590E-01     0.1387E-01
0.6569E-02     0.3680         0.4632         0.8525         0.9814         0.8739E-01     0.2388E-01
0.8151E-02     0.4004         0.5403          1.024         0.9659         0.8677E-01     0.3368E-01
0.9756E-02     0.4414         0.6220          1.224         0.9502         0.8410E-01     0.4582E-01
0.1136E-01     0.4575         0.6900          1.407         0.9281         0.7236E-01     0.5090E-01
0.1297E-01     0.4503         0.7581          1.611         0.9098         0.5421E-01     0.4905E-01
0.1456E-01     0.3965         0.8124          1.798         0.8855         0.3314E-01     0.3636E-01
0.1618E-01     0.3577         0.8540          1.960         0.8563         0.2199E-01     0.2770E-01
0.1776E-01     0.2602         0.8884          2.105         0.8234         0.9699E-02     0.1356E-01
0.1936E-01     0.1983         0.9081          2.200         0.7878         0.5015E-02     0.7321E-02
0.2088E-01     0.1785         0.9212          2.266         0.7538         0.3747E-02     0.5554E-02
0.2242E-01     0.9528E-01     0.9248          2.298         0.7255         0.1027E-02     0.1507E-02
0.2402E-01     0.8191E-01     0.9268          2.320         0.7025         0.7389E-03     0.1070E-02
0.2554E-01     0.5430E-01     0.9241          2.320         0.6895         0.3247E-03     0.4616E-03
0.2711E-01     0.7809E-01     0.9077          2.246         0.6741         0.7348E-03     0.9570E-03
0.2875E-01     0.1869         0.9282          2.354         0.4631         0.3692E-02     0.3629E-02
0.3033E-01     0.1561         0.9838          2.683         0.3217         0.1753E-02     0.1555E-02
0.3194E-01     0.9666E-01
0.3354E-01     0.2253E-01
0.3515E-01     0.9735E-02
0.3676E-01     0.9559E-02
0.3836E-01     0.9755E-02
0.3994E-01     0.9924E-02
0.4154E-01     0.9894E-02

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC24N02.DAT

PROFILE TABULATION - NORMAL WIRE IS 24 DEGREES OFF VERTICAL, NORMAL TO RAMP SURFACE
( MEAN SURVEY 24 DEGREES OFF VERTICAL-NORMAL TO RAMP SURFACE. X = 0.6096E-01 )
 X                     = 0.6096E-01
 Z                     = 0.0000E+00
 M ref                 =  2.840
 U   ref hw            =  577.7
 RHO ref hw            = 0.8074
 TAU wall preston      =
 P wall mean flow      = 0.8638E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2286E-02     0.2084         0.4709         0.8608          1.002         0.2780E-01     0.9267E-02
0.3673E-02     0.2300         0.4970         0.9198         0.9852         0.3195E-01     0.1195E-01
0.5212E-02     0.2623         0.5358          1.009         0.9690         0.3786E-01     0.1676E-01
0.6812E-02     0.3222         0.5780          1.109         0.9562         0.5113E-01     0.2701E-01
0.8416E-02     0.3591         0.6208          1.218         0.9473         0.5603E-01     0.3534E-01
0.1004E-01     0.3867         0.6786          1.375         0.9420         0.5378E-01     0.4296E-01
0.1165E-01     0.4065         0.7206          1.496         0.9348         0.5109E-01     0.4798E-01
0.1326E-01     0.3914         0.7673          1.641         0.9289         0.3944E-01     0.4428E-01
0.1484E-01     0.3538         0.8016          1.759         0.9265         0.2773E-01     0.3569E-01
0.1646E-01     0.2880         0.8330          1.876         0.9201         0.1584E-01     0.2303E-01
0.1806E-01     0.2420         0.8565          1.969         0.9107         0.9955E-02     0.1577E-01
0.1964E-01     0.1682         0.8695          2.027         0.8933         0.4469E-02     0.7361E-02
0.2124E-01     0.1151         0.8816          2.082         0.8715         0.1953E-02     0.3312E-02
0.2281E-01     0.5938E-01     0.8865          2.120         0.8462         0.4963E-03     0.8467E-03
0.2436E-01     0.5124E-01     0.8926          2.160         0.8106         0.3517E-03     0.5967E-03
0.2589E-01     0.3805E-01     0.9013          2.207         0.7700         0.1829E-03     0.3079E-03
0.2739E-01     0.4258E-01     0.9143          2.279         0.7181         0.2098E-03     0.3512E-03
0.2890E-01     0.5146E-01     0.9348          2.388         0.6481         0.2688E-03     0.4458E-03
0.3056E-01     0.5687E-01     0.9725          2.618         0.5338         0.2508E-03     0.4116E-03
0.3222E-01     0.1165          1.043          3.147         0.3575         0.5893E-03     0.9364E-03
0.3381E-01     0.2456          1.070          3.420         0.2650         0.1985E-02     0.2762E-02
0.3541E-01     0.1085
0.3702E-01     0.3739E-01
0.3860E-01     0.1253E-01
0.4017E-01     0.1229E-01

AGARDOGRAPH 315 DATA TAPE FILE: NEWCC24N03.DAT

PROFILE TABULATION - NORMAL WIRE IS 24 DEGREES OFF VERTICAL, NORMAL TO RAMP SURFACE
( MEAN SURVEY 24 DEGREES OFF VERTICAL-NORMAL TO RAMP SURFACE. X = 0.1016     )
 X                     = 0.9144E-01
 Z                     = 0.0000E+00
 M ref                 =  2.840
 U   ref hw            =  575.8
 RHO ref hw            = 0.8028
 TAU wall preston      =
 P wall mean flow      = 0.9264E+05


    Y          <(rhou)">        U               M              Ps             <u">**2        RHO<u">**2
                 RHOU           Uref                           Pwall           U**2          RHOref Uref**2

0.2286E-02     0.2087         0.5591          1.070          1.023         0.2243E-01     0.1279E-01
0.3693E-02     0.2339         0.5857          1.134          1.013         0.2620E-01     0.1663E-01
0.5226E-02     0.2640         0.6110          1.200          1.004         0.3094E-01     0.2179E-01
0.6828E-02     0.3080         0.6521          1.309         0.9945         0.3697E-01     0.3069E-01
0.8429E-02     0.3414         0.6919          1.419         0.9875         0.3967E-01     0.3844E-01
0.1004E-01     0.3504         0.7306          1.535         0.9827         0.3614E-01     0.4079E-01
0.1168E-01     0.3542         0.7690          1.659         0.9779         0.3159E-01     0.4141E-01
0.1326E-01     0.3522         0.7962          1.750         0.9749         0.2782E-01     0.4046E-01
0.1487E-01     0.3402         0.8162          1.827         0.9749         0.2354E-01     0.3731E-01
0.1646E-01     0.2826         0.8290          1.880         0.9749         0.1519E-01     0.2549E-01
0.1807E-01     0.2462         0.8354          1.910         0.9749         0.1109E-01     0.1922E-01
0.1969E-01     0.1806         0.8378          1.923         0.9749         0.5874E-02     0.1031E-01
0.2129E-01     0.1437         0.8343          1.917         0.9735         0.3746E-02     0.6529E-02
0.2284E-01     0.9043E-01     0.8342          1.917         0.9705         0.1483E-02     0.2578E-02
0.2448E-01     0.5891E-01     0.8332          1.917         0.9641         0.6295E-03     0.1087E-02
0.2603E-01     0.4230E-01     0.8333          1.917         0.9583         0.3246E-03     0.5569E-03
0.2757E-01     0.3627E-01     0.8311          1.910         0.9540         0.2408E-03     0.4083E-03
0.2911E-01     0.3023E-01     0.8303          1.907         0.9543         0.1678E-03     0.2838E-03
0.3077E-01     0.3050E-01     0.8266          1.894         0.9551         0.1737E-03     0.2900E-03
0.3240E-01     0.3411E-01     0.8241          1.882         0.9478         0.2206E-03     0.3609E-03
0.3397E-01     0.3309E-01     0.8205          1.868         0.9368         0.2114E-03     0.3366E-03
0.3556E-01     0.3444E-01     0.8258          1.889         0.9131         0.2229E-03     0.3539E-03
0.3717E-01     0.4533E-01     0.8406          1.946         0.8568         0.3592E-03     0.5680E-03
0.3874E-01     0.2814         0.8845          2.141         0.6990         0.1086E-01     0.1695E-01
0.4033E-01     0.1084         0.8890          2.163         0.4266         0.1567E-02     0.1524E-02
0.4192E-01     0.2783E-01     0.9304          2.382         0.3091         0.7917E-04     0.6766E-04
0.4351E-01     0.1008E-01     0.9797          2.682         0.2471         0.7319E-05     0.6339E-05
0.4512E-01     0.9567E-02

*******************************END OF FILE*************************************
