# #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 21 - 1001 mn 1477.1771 -0.0028 3 1 21 - 1001 mn 1466.5631 -0.0023 3 2 21 - 1001 mn 1445.3079 -0.0022 3 3 21 - 1001 mn 1479.4035 -0.0035 3 0 21 - 1001 al 366.6150 -0.0011 3 1 21 - 1001 al 363.0573 -0.0010 3 2 21 - 1001 al 357.8899 -0.0010 3 3 21 - 1001 al 366.9754 -0.0015 3 0 21 - 1001 ti 1129.9401 -0.0023 3 1 21 - 1001 ti 1121.5286 -0.0018 3 2 21 - 1001 ti 1105.3392 -0.0018 3 3 21 - 1001 ti 1131.6431 -0.0028 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 21 - 1001 mn 53.7262 -0.0034 3 1 21 - 1001 mn 56.9444 -0.0035 3 2 21 - 1001 mn 56.3474 -0.0039 3 3 21 - 1001 mn 54.1940 -0.0040 3 0 21 - 1001 al 28.3049 -0.0031 3 1 21 - 1001 al 29.9112 -0.0033 3 2 21 - 1001 al 29.4867 -0.0034 3 3 21 - 1001 al 27.8845 -0.0028 3 0 21 - 1001 ti 46.2733 -0.0080 3 1 21 - 1001 ti 48.2966 -0.0083 3 2 21 - 1001 ti 46.4524 -0.0071 3 3 21 - 1001 ti 45.2604 -0.0071 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 3 0 21 - 1001 mn 0.0484 0.000694 3 1 21 - 1001 mn 0.0463 0.000717 3 2 21 - 1001 mn 0.0465 0.000705 3 3 21 - 1001 mn 0.0485 0.000698 3 0 21 - 1001 al 0.0270 0.000754 3 1 21 - 1001 al 0.0254 0.000740 3 2 21 - 1001 al 0.0256 0.000732 3 3 21 - 1001 al 0.0267 0.000735 3 0 21 - 1001 ti 0.0179 0.000714 3 1 21 - 1001 ti 0.0165 0.000712 3 2 21 - 1001 ti 0.0169 0.000722 3 3 21 - 1001 ti 0.0172 0.000714 # #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 801 - 1001 mn 1322.9429 -0.0028 3 1 801 - 1001 mn 1293.4764 -0.0017 3 2 801 - 1001 mn 1272.7589 -0.0015 3 3 801 - 1001 mn 1319.5989 -0.0028 3 0 801 - 1001 al 295.2498 -0.0019 3 1 801 - 1001 al 285.4873 -0.0021 3 2 801 - 1001 al 280.0118 -0.0023 3 3 801 - 1001 al 293.9988 -0.0026 3 0 801 - 1001 ti 1004.4604 -0.0043 3 1 801 - 1001 ti 975.6735 -0.0025 3 2 801 - 1001 ti 960.2976 -0.0033 3 3 801 - 1001 ti 1000.4346 -0.0045 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 3 0 801 - 1001 mn 82.4274 -0.0132 3 1 801 - 1001 mn 91.3283 -0.0151 3 2 801 - 1001 mn 91.5915 -0.0157 3 3 801 - 1001 mn 82.2646 -0.0136 3 0 801 - 1001 al 36.6154 -0.0057 3 1 801 - 1001 al 40.9582 -0.0075 3 2 801 - 1001 al 40.7727 -0.0072 3 3 801 - 1001 al 36.9638 -0.0056 3 0 801 - 1001 ti 60.4012 -0.0133 3 1 801 - 1001 ti 63.6773 -0.0159 3 2 801 - 1001 ti 61.8060 -0.0146 3 3 801 - 1001 ti 59.2751 -0.0131 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 3 0 801 - 1001 mn 0.0291 0.000696 3 1 801 - 1001 mn 0.0262 0.000720 3 2 801 - 1001 mn 0.0260 0.000713 3 3 801 - 1001 mn 0.0285 0.000692 3 0 801 - 1001 al 0.0186 0.000744 3 1 801 - 1001 al 0.0165 0.000740 3 2 801 - 1001 al 0.0162 0.000714 3 3 801 - 1001 al 0.0186 0.000733 3 0 801 - 1001 ti 0.0111 0.000710 3 1 801 - 1001 ti 0.0097 0.000704 3 2 801 - 1001 ti 0.0097 0.000713 3 3 801 - 1001 ti 0.0106 0.000732