# #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 21 - 1001 mn 1469.4769 -0.0030 1 1 21 - 1001 mn 1441.9818 -0.0036 1 2 21 - 1001 mn 1452.9117 -0.0027 1 3 21 - 1001 mn 1471.7922 -0.0031 1 0 21 - 1001 al 365.6841 -0.0012 1 1 21 - 1001 al 357.3493 -0.0014 1 2 21 - 1001 al 360.8589 -0.0012 1 3 21 - 1001 al 366.0032 -0.0012 1 0 21 - 1001 ti 1124.2317 -0.0024 1 1 21 - 1001 ti 1102.9298 -0.0028 1 2 21 - 1001 ti 1111.3876 -0.0022 1 3 21 - 1001 ti 1126.0178 -0.0024 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 21 - 1001 mn 46.7746 -0.0013 1 1 21 - 1001 mn 49.1763 -0.0015 1 2 21 - 1001 mn 49.4122 -0.0015 1 3 21 - 1001 mn 47.1731 -0.0019 1 0 21 - 1001 al 24.4654 -0.0018 1 1 21 - 1001 al 26.0508 -0.0020 1 2 21 - 1001 al 25.3040 -0.0018 1 3 21 - 1001 al 24.6917 -0.0019 1 0 21 - 1001 ti 39.0940 -0.0046 1 1 21 - 1001 ti 42.4521 -0.0065 1 2 21 - 1001 ti 40.9287 -0.0052 1 3 21 - 1001 ti 40.5663 -0.0055 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 1 0 21 - 1001 mn 0.0540 0.000711 1 1 21 - 1001 mn 0.0518 0.000721 1 2 21 - 1001 mn 0.0516 0.000715 1 3 21 - 1001 mn 0.0540 0.000705 1 0 21 - 1001 al 0.0298 0.000744 1 1 21 - 1001 al 0.0283 0.000752 1 2 21 - 1001 al 0.0285 0.000754 1 3 21 - 1001 al 0.0288 0.000738 1 0 21 - 1001 ti 0.0196 0.000738 1 1 21 - 1001 ti 0.0177 0.000715 1 2 21 - 1001 ti 0.0179 0.000730 1 3 21 - 1001 ti 0.0181 0.000710 # #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 801 - 1001 mn 1341.1184 -0.0044 1 1 801 - 1001 mn 1304.1480 -0.0042 1 2 801 - 1001 mn 1318.8048 -0.0047 1 3 801 - 1001 mn 1349.9414 -0.0032 1 0 801 - 1001 al 304.1994 -0.0022 1 1 801 - 1001 al 292.7657 -0.0018 1 2 801 - 1001 al 296.8075 -0.0019 1 3 801 - 1001 al 307.6183 -0.0023 1 0 801 - 1001 ti 1021.1410 -0.0042 1 1 801 - 1001 ti 990.3619 -0.0047 1 2 801 - 1001 ti 1000.5867 -0.0042 1 3 801 - 1001 ti 1028.3494 -0.0031 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 801 - 1001 mn 71.4679 -0.0085 1 1 801 - 1001 mn 78.0657 -0.0096 1 2 801 - 1001 mn 79.4448 -0.0105 1 3 801 - 1001 mn 71.4669 -0.0088 1 0 801 - 1001 al 32.7599 -0.0043 1 1 801 - 1001 al 35.9731 -0.0056 1 2 801 - 1001 al 35.6895 -0.0053 1 3 801 - 1001 al 33.0707 -0.0041 1 0 801 - 1001 ti 54.7743 -0.0121 1 1 801 - 1001 ti 56.7113 -0.0133 1 2 801 - 1001 ti 56.9009 -0.0134 1 3 801 - 1001 ti 53.6024 -0.0111 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 1 0 801 - 1001 mn 0.0338 0.000709 1 1 801 - 1001 mn 0.0304 0.000724 1 2 801 - 1001 mn 0.0307 0.000727 1 3 801 - 1001 mn 0.0341 0.000711 1 0 801 - 1001 al 0.0214 0.000734 1 1 801 - 1001 al 0.0189 0.000742 1 2 801 - 1001 al 0.0190 0.000758 1 3 801 - 1001 al 0.0204 0.000744 1 0 801 - 1001 ti 0.0118 0.000690 1 1 801 - 1001 ti 0.0109 0.000719 1 2 801 - 1001 ti 0.0105 0.000699 1 3 801 - 1001 ti 0.0118 0.000722