#
#Line Center Position Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	 21 - 1001	mn	1512.6840	0.0121
2	1	 21 - 1001	mn	1528.1402	0.0125
2	2	 21 - 1001	mn	1537.5552	0.0111
2	3	 21 - 1001	mn	1506.4457	0.0123
2	0	 21 - 1001	al	375.1810	0.0026
2	1	 21 - 1001	al	377.7118	0.0023
2	2	 21 - 1001	al	381.0471	0.0023
2	3	 21 - 1001	al	374.3686	0.0025
2	0	 21 - 1001	ti	1157.1005	0.0092
2	1	 21 - 1001	ti	1169.0793	0.0092
2	2	 21 - 1001	ti	1175.9139	0.0084
2	3	 21 - 1001	ti	1152.3987	0.0093

#
#FWHM Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	 21 - 1001	mn	53.6361		-0.0030
2	1	 21 - 1001	mn	58.7530		-0.0046
2	2	 21 - 1001	mn	59.2448		-0.0045
2	3	 21 - 1001	mn	53.9302		-0.0036
2	0	 21 - 1001	al	27.2554		-0.0025
2	1	 21 - 1001	al	30.5470		-0.0037
2	2	 21 - 1001	al	29.8797		-0.0033
2	3	 21 - 1001	al	27.7157		-0.0028
2	0	 21 - 1001	ti	43.3285		-0.0064
2	1	 21 - 1001	ti	47.5986		-0.0080
2	2	 21 - 1001	ti	48.1987		-0.0082
2	3	 21 - 1001	ti	45.0651		-0.0070

#
#Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time)
#ccd	node	rows		element	const1	cont2
#---------------------------------------------------------------------
2	0	 21 - 1001	mn	0.0490		0.000713
2	1	 21 - 1001	mn	0.0457		0.000709
2	2	 21 - 1001	mn	0.0457		0.000715
2	3	 21 - 1001	mn	0.0501		0.000713
2	0	 21 - 1001	al	0.0275		0.000759
2	1	 21 - 1001	al	0.0248		0.000741
2	2	 21 - 1001	al	0.0253		0.000750
2	3	 21 - 1001	al	0.0275		0.000770
2	0	 21 - 1001	ti	0.0170		0.000739
2	1	 21 - 1001	ti	0.0160		0.000739
2	2	 21 - 1001	ti	0.0160		0.000733
2	3	 21 - 1001	ti	0.0174		0.000728

#
#Line Center Position Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	801 - 1001	mn	1351.7708	0.0113
2	1	801 - 1001	mn	1346.6707	0.0122
2	2	801 - 1001	mn	1356.4021	0.0106
2	3	801 - 1001	mn	1350.1908	0.0126
2	0	801 - 1001	al	300.9239	0.0008
2	1	801 - 1001	al	295.8756	0.0007
2	2	801 - 1001	al	300.0846	0.0008
2	3	801 - 1001	al	302.2154	0.0011
2	0	801 - 1001	ti	1024.5257	0.0030
2	1	801 - 1001	ti	1015.5011	0.0040
2	2	801 - 1001	ti	1022.5900	0.0061
2	3	801 - 1001	ti	1024.3082	0.0080

#
#FWHM Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	801 - 1001	mn	84.1627		-0.0138
2	1	801 - 1001	mn	94.5939		-0.0167
2	2	801 - 1001	mn	92.9382		-0.0154
2	3	801 - 1001	mn	82.8087		-0.0133
2	0	801 - 1001	al	37.9481		-0.0057
2	1	801 - 1001	al	43.4947		-0.0077
2	2	801 - 1001	al	44.8436		-0.0081
2	3	801 - 1001	al	36.5328		-0.0054
2	0	801 - 1001	ti	61.2196		-0.0145
2	1	801 - 1001	ti	65.8072		-0.0165
2	2	801 - 1001	ti	62.6246		-0.0142
2	3	801 - 1001	ti	57.9846		-0.0125

#
#Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time)
#ccd	node	rows		element	const1	cont2
#---------------------------------------------------------------------
2	0	801 - 1001	mn	0.0282		0.000712
2	1	801 - 1001	mn	0.0250		0.000723
2	2	801 - 1001	mn	0.0258		0.000752
2	3	801 - 1001	mn	0.0289		0.000706
2	0	801 - 1001	al	0.0179		0.000733
2	1	801 - 1001	al	0.0157		0.000740
2	2	801 - 1001	al	0.0155		0.000765
2	3	801 - 1001	al	0.0189		0.000758
2	0	801 - 1001	ti	0.0103		0.000722
2	1	801 - 1001	ti	0.0093		0.000729
2	2	801 - 1001	ti	0.0095		0.000744
2	3	801 - 1001	ti	0.0115		0.000737