#
#Line Center Position Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	 21 - 1001	mn	1507.8927	0.0169
2	1	 21 - 1001	mn	1522.5778	0.0176
2	2	 21 - 1001	mn	1532.5573	0.0157
2	3	 21 - 1001	mn	1500.5145	0.0177
2	0	 21 - 1001	al	374.0528	0.0038
2	1	 21 - 1001	al	376.3151	0.0036
2	2	 21 - 1001	al	379.8315	0.0035
2	3	 21 - 1001	al	372.8080	0.0039
2	0	 21 - 1001	ti	1153.4597	0.0129
2	1	 21 - 1001	ti	1164.3911	0.0135
2	2	 21 - 1001	ti	1172.0892	0.0120
2	3	 21 - 1001	ti	1147.8778	0.0134

#
#FWHM Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	 21 - 1001	mn	52.6572		-0.0019
2	1	 21 - 1001	mn	56.8739		-0.0027
2	2	 21 - 1001	mn	57.6093		-0.0029
2	3	 21 - 1001	mn	52.3876		-0.0020
2	0	 21 - 1001	al	26.6581		-0.0019
2	1	 21 - 1001	al	29.8560		-0.0030
2	2	 21 - 1001	al	29.1520		-0.0027
2	3	 21 - 1001	al	26.9021		-0.0020
2	0	 21 - 1001	ti	42.5474		-0.0056
2	1	 21 - 1001	ti	47.0395		-0.0075
2	2	 21 - 1001	ti	47.6950		-0.0077
2	3	 21 - 1001	ti	44.5313		-0.0065

#
#Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time)
#ccd	node	rows		element	const1	cont2
#---------------------------------------------------------------------
2	0	 21 - 1001	mn	0.0493		0.000719
2	1	 21 - 1001	mn	0.0462		0.000718
2	2	 21 - 1001	mn	0.0459		0.000719
2	3	 21 - 1001	mn	0.0507		0.000723
2	0	 21 - 1001	al	0.0277		0.000767
2	1	 21 - 1001	al	0.0252		0.000755
2	2	 21 - 1001	al	0.0255		0.000758
2	3	 21 - 1001	al	0.0279		0.000782
2	0	 21 - 1001	ti	0.0171		0.000749
2	1	 21 - 1001	ti	0.0159		0.000734
2	2	 21 - 1001	ti	0.0159		0.000730
2	3	 21 - 1001	ti	0.0176		0.000739

#
#Line Center Position Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	801 - 1001	mn	1350.0087	0.0129
2	1	801 - 1001	mn	1344.3568	0.0143
2	2	801 - 1001	mn	1354.1263	0.0126
2	3	801 - 1001	mn	1347.4346	0.0151
2	0	801 - 1001	al	300.4234	0.0017
2	1	801 - 1001	al	295.7944	0.0008
2	2	801 - 1001	al	299.6489	0.0012
2	3	801 - 1001	al	301.6855	0.0015
2	0	801 - 1001	ti	1023.9929	0.0054
2	1	801 - 1001	ti	1016.4624	0.0049
2	2	801 - 1001	ti	1021.2961	0.0072
2	3	801 - 1001	ti	1022.7479	0.0094

#
#FWHM Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
2	0	801 - 1001	mn	83.5450		-0.0132
2	1	801 - 1001	mn	92.8194		-0.0150
2	2	801 - 1001	mn	91.2065		-0.0138
2	3	801 - 1001	mn	80.5070		-0.0110
2	0	801 - 1001	al	37.6621		-0.0054
2	1	801 - 1001	al	43.2894		-0.0075
2	2	801 - 1001	al	43.9537		-0.0074
2	3	801 - 1001	al	36.1960		-0.0051
2	0	801 - 1001	ti	61.9609		-0.0152
2	1	801 - 1001	ti	66.2547		-0.0169
2	2	801 - 1001	ti	62.9229		-0.0145
2	3	801 - 1001	ti	58.7470		-0.0132

#
#Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time)
#ccd	node	rows		element	const1	cont2
#---------------------------------------------------------------------
2	0	801 - 1001	mn	0.0283		0.000714
2	1	801 - 1001	mn	0.0254		0.000739
2	2	801 - 1001	mn	0.0259		0.000758
2	3	801 - 1001	mn	0.0293		0.000718
2	0	801 - 1001	al	0.0179		0.000733
2	1	801 - 1001	al	0.0157		0.000741
2	2	801 - 1001	al	0.0158		0.000778
2	3	801 - 1001	al	0.0190		0.000765
2	0	801 - 1001	ti	0.0102		0.000712
2	1	801 - 1001	ti	0.0093		0.000734
2	2	801 - 1001	ti	0.0095		0.000743
2	3	801 - 1001	ti	0.0114		0.000727