# #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 21 - 1001 mn 1477.0933 -0.0027 3 1 21 - 1001 mn 1466.3343 -0.0020 3 2 21 - 1001 mn 1445.1436 -0.0021 3 3 21 - 1001 mn 1479.8778 -0.0040 3 0 21 - 1001 al 366.6685 -0.0012 3 1 21 - 1001 al 363.0300 -0.0010 3 2 21 - 1001 al 357.9390 -0.0010 3 3 21 - 1001 al 367.3558 -0.0019 3 0 21 - 1001 ti 1129.9146 -0.0022 3 1 21 - 1001 ti 1121.3775 -0.0016 3 2 21 - 1001 ti 1105.2131 -0.0017 3 3 21 - 1001 ti 1132.0286 -0.0031 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 21 - 1001 mn 53.0408 -0.0025 3 1 21 - 1001 mn 56.5318 -0.0029 3 2 21 - 1001 mn 54.9546 -0.0024 3 3 21 - 1001 mn 52.7053 -0.0025 3 0 21 - 1001 al 27.6143 -0.0024 3 1 21 - 1001 al 29.3362 -0.0028 3 2 21 - 1001 al 28.6585 -0.0027 3 3 21 - 1001 al 27.1927 -0.0021 3 0 21 - 1001 ti 45.7313 -0.0074 3 1 21 - 1001 ti 47.6131 -0.0076 3 2 21 - 1001 ti 46.1982 -0.0069 3 3 21 - 1001 ti 44.5693 -0.0064 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 3 0 21 - 1001 mn 0.0486 0.000697 3 1 21 - 1001 mn 0.0460 0.000710 3 2 21 - 1001 mn 0.0470 0.000713 3 3 21 - 1001 mn 0.0486 0.000701 3 0 21 - 1001 al 0.0272 0.000761 3 1 21 - 1001 al 0.0255 0.000744 3 2 21 - 1001 al 0.0259 0.000742 3 3 21 - 1001 al 0.0267 0.000735 3 0 21 - 1001 ti 0.0178 0.000708 3 1 21 - 1001 ti 0.0165 0.000712 3 2 21 - 1001 ti 0.0169 0.000721 3 3 21 - 1001 ti 0.0174 0.000722 # #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 801 - 1001 mn 1323.8400 -0.0036 3 1 801 - 1001 mn 1294.2102 -0.0024 3 2 801 - 1001 mn 1273.7419 -0.0024 3 3 801 - 1001 mn 1320.8952 -0.0039 3 0 801 - 1001 al 295.5600 -0.0022 3 1 801 - 1001 al 285.6936 -0.0023 3 2 801 - 1001 al 280.1652 -0.0025 3 3 801 - 1001 al 294.2284 -0.0026 3 0 801 - 1001 ti 1004.7917 -0.0046 3 1 801 - 1001 ti 976.0918 -0.0029 3 2 801 - 1001 ti 961.1680 -0.0041 3 3 801 - 1001 ti 1001.2397 -0.0051 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 801 - 1001 mn 81.8221 -0.0127 3 1 801 - 1001 mn 89.5226 -0.0135 3 2 801 - 1001 mn 90.2778 -0.0145 3 3 801 - 1001 mn 81.2723 -0.0127 3 0 801 - 1001 al 36.3543 -0.0054 3 1 801 - 1001 al 41.1840 -0.0077 3 2 801 - 1001 al 40.5337 -0.0070 3 3 801 - 1001 al 36.1004 -0.0049 3 0 801 - 1001 ti 60.2216 -0.0131 3 1 801 - 1001 ti 64.0646 -0.0162 3 2 801 - 1001 ti 62.2419 -0.0150 3 3 801 - 1001 ti 60.0072 -0.0139 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 3 0 801 - 1001 mn 0.0292 0.000698 3 1 801 - 1001 mn 0.0263 0.000721 3 2 801 - 1001 mn 0.0260 0.000713 3 3 801 - 1001 mn 0.0287 0.000697 3 0 801 - 1001 al 0.0190 0.000760 3 1 801 - 1001 al 0.0165 0.000738 3 2 801 - 1001 al 0.0163 0.000721 3 3 801 - 1001 al 0.0190 0.000750 3 0 801 - 1001 ti 0.0109 0.000700 3 1 801 - 1001 ti 0.0099 0.000722 3 2 801 - 1001 ti 0.0099 0.000727 3 3 801 - 1001 ti 0.0104 0.000712