# #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 21 - 1001 mn 1469.6949 -0.0032 1 1 21 - 1001 mn 1441.4933 -0.0032 1 2 21 - 1001 mn 1452.8942 -0.0027 1 3 21 - 1001 mn 1471.8860 -0.0032 1 0 21 - 1001 al 365.7317 -0.0013 1 1 21 - 1001 al 357.2491 -0.0013 1 2 21 - 1001 al 360.7340 -0.0011 1 3 21 - 1001 al 365.9725 -0.0012 1 0 21 - 1001 ti 1124.3916 -0.0025 1 1 21 - 1001 ti 1102.5504 -0.0025 1 2 21 - 1001 ti 1111.3658 -0.0022 1 3 21 - 1001 ti 1126.0946 -0.0025 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 21 - 1001 mn 47.3375 -0.0019 1 1 21 - 1001 mn 49.7923 -0.0022 1 2 21 - 1001 mn 50.2300 -0.0022 1 3 21 - 1001 mn 47.4269 -0.0022 1 0 21 - 1001 al 24.7390 -0.0021 1 1 21 - 1001 al 26.3395 -0.0023 1 2 21 - 1001 al 26.0673 -0.0025 1 3 21 - 1001 al 25.2743 -0.0025 1 0 21 - 1001 ti 39.6938 -0.0053 1 1 21 - 1001 ti 42.9957 -0.0070 1 2 21 - 1001 ti 41.5153 -0.0057 1 3 21 - 1001 ti 41.4083 -0.0064 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 1 0 21 - 1001 mn 0.0539 0.000707 1 1 21 - 1001 mn 0.0519 0.000725 1 2 21 - 1001 mn 0.0515 0.000714 1 3 21 - 1001 mn 0.0541 0.000708 1 0 21 - 1001 al 0.0298 0.000747 1 1 21 - 1001 al 0.0285 0.000760 1 2 21 - 1001 al 0.0283 0.000747 1 3 21 - 1001 al 0.0288 0.000736 1 0 21 - 1001 ti 0.0197 0.000742 1 1 21 - 1001 ti 0.0177 0.000716 1 2 21 - 1001 ti 0.0178 0.000729 1 3 21 - 1001 ti 0.0181 0.000712 # #Line Center Position Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 801 - 1001 mn 1340.4794 -0.0038 1 1 801 - 1001 mn 1303.0834 -0.0033 1 2 801 - 1001 mn 1316.2223 -0.0031 1 3 801 - 1001 mn 1349.4472 -0.0028 1 0 801 - 1001 al 303.8068 -0.0018 1 1 801 - 1001 al 292.7441 -0.0018 1 2 801 - 1001 al 296.4268 -0.0016 1 3 801 - 1001 al 307.3062 -0.0021 1 0 801 - 1001 ti 1020.4312 -0.0035 1 1 801 - 1001 ti 989.6577 -0.0041 1 2 801 - 1001 ti 1000.1637 -0.0038 1 3 801 - 1001 ti 1027.8263 -0.0027 # #FWHM Fitting y = int + slope * Time #ccd node rows element intercect slope #--------------------------------------------------------------------- 1 0 801 - 1001 mn 72.5752 -0.0098 1 1 801 - 1001 mn 79.2851 -0.0109 1 2 801 - 1001 mn 80.7110 -0.0118 1 3 801 - 1001 mn 72.3846 -0.0097 1 0 801 - 1001 al 33.4069 -0.0049 1 1 801 - 1001 al 36.1322 -0.0057 1 2 801 - 1001 al 35.8332 -0.0054 1 3 801 - 1001 al 33.4541 -0.0045 1 0 801 - 1001 ti 54.5896 -0.0119 1 1 801 - 1001 ti 56.5174 -0.0131 1 2 801 - 1001 ti 55.6873 -0.0123 1 3 801 - 1001 ti 53.0720 -0.0108 # #Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time) #ccd node rows element const1 cont2 #--------------------------------------------------------------------- 1 0 801 - 1001 mn 0.0339 0.000711 1 1 801 - 1001 mn 0.0305 0.000725 1 2 801 - 1001 mn 0.0306 0.000724 1 3 801 - 1001 mn 0.0340 0.000711 1 0 801 - 1001 al 0.0213 0.000728 1 1 801 - 1001 al 0.0189 0.000743 1 2 801 - 1001 al 0.0191 0.000761 1 3 801 - 1001 al 0.0203 0.000739 1 0 801 - 1001 ti 0.0118 0.000694 1 1 801 - 1001 ti 0.0109 0.000722 1 2 801 - 1001 ti 0.0107 0.000720 1 3 801 - 1001 ti 0.0117 0.000720