#
#Line Center Position Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
6	0	 21 - 1001	mn	1458.6952	-0.0024
6	1	 21 - 1001	mn	1506.9498	-0.0028
6	2	 21 - 1001	mn	1465.9026	-0.0030
6	3	 21 - 1001	mn	1506.7444	-0.0023
6	0	 21 - 1001	al	361.5214	-0.0010
6	1	 21 - 1001	al	372.2789	-0.0010
6	2	 21 - 1001	al	361.3634	-0.0011
6	3	 21 - 1001	al	372.7925	-0.0009
6	0	 21 - 1001	ti	1115.6721	-0.0019
6	1	 21 - 1001	ti	1152.4426	-0.0023
6	2	 21 - 1001	ti	1120.7500	-0.0023
6	3	 21 - 1001	ti	1152.3297	-0.0018

#
#FWHM Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
6	0	 21 - 1001	mn	58.1194		-0.0047
6	1	 21 - 1001	mn	65.4857		-0.0048
6	2	 21 - 1001	mn	66.0526		-0.0058
6	3	 21 - 1001	mn	63.0693		-0.0061
6	0	 21 - 1001	al	28.7547		-0.0030
6	1	 21 - 1001	al	33.0964		-0.0041
6	2	 21 - 1001	al	33.2634		-0.0042
6	3	 21 - 1001	al	31.1081		-0.0036
6	0	 21 - 1001	ti	48.6909		-0.0083
6	1	 21 - 1001	ti	54.7243		-0.0102
6	2	 21 - 1001	ti	54.8159		-0.0103
6	3	 21 - 1001	ti	51.3869		-0.0088

#
#Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time)
#ccd	node	rows		element	const1	cont2
#---------------------------------------------------------------------
6	0	 21 - 1001	mn	0.0458		0.000686
6	1	 21 - 1001	mn	0.0408		0.000723
6	2	 21 - 1001	mn	0.0412		0.000705
6	3	 21 - 1001	mn	0.0427		0.000685
6	0	 21 - 1001	al	0.0262		0.000726
6	1	 21 - 1001	al	0.0229		0.000730
6	2	 21 - 1001	al	0.0234		0.000726
6	3	 21 - 1001	al	0.0248		0.000727
6	0	 21 - 1001	ti	0.0163		0.000701
6	1	 21 - 1001	ti	0.0144		0.000712
6	2	 21 - 1001	ti	0.0149		0.000702
6	3	 21 - 1001	ti	0.0161		0.000718

#
#Line Center Position Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
6	0	801 - 1001	mn	1274.1005	-0.0018
6	1	801 - 1001	mn	1298.3695	-0.0011
6	2	801 - 1001	mn	1262.7651	-0.0015
6	3	801 - 1001	mn	1312.4729	-0.0014
6	0	801 - 1001	al	281.6357	-0.0028
6	1	801 - 1001	al	284.6058	-0.0019
6	2	801 - 1001	al	274.3548	-0.0017
6	3	801 - 1001	al	289.1088	-0.0017
6	0	801 - 1001	ti	962.8050	-0.0035
6	1	801 - 1001	ti	976.4644	-0.0024
6	2	801 - 1001	ti	947.4312	-0.0024
6	3	801 - 1001	ti	989.5464	-0.0028

#
#FWHM Fitting y = int + slope * Time
#ccd	node	rows		element	intercect	slope
#---------------------------------------------------------------------
6	0	801 - 1001	mn	91.8421		-0.0161
6	1	801 - 1001	mn	103.6300		-0.0195
6	2	801 - 1001	mn	103.4221		-0.0198
6	3	801 - 1001	mn	96.4726		-0.0171
6	0	801 - 1001	al	40.3218		-0.0070
6	1	801 - 1001	al	46.2264		-0.0081
6	2	801 - 1001	al	45.8204		-0.0081
6	3	801 - 1001	al	43.4857		-0.0077
6	0	801 - 1001	ti	63.0458		-0.0147
6	1	801 - 1001	ti	68.4147		-0.0172
6	2	801 - 1001	ti	66.4412		-0.0162
6	3	801 - 1001	ti	65.1250		-0.0152

#
#Peak Count Rate Fitting y = const1 * exp( -1 * const2 * Time)
#ccd	node	rows		element	const1	cont2
#---------------------------------------------------------------------
6	0	801 - 1001	mn	0.0270		0.000705
6	1	801 - 1001	mn	0.0240		0.000730
6	2	801 - 1001	mn	0.0239		0.000708
6	3	801 - 1001	mn	0.0255		0.000712
6	0	801 - 1001	al	0.0180		0.000707
6	1	801 - 1001	al	0.0149		0.000733
6	2	801 - 1001	al	0.0159		0.000746
6	3	801 - 1001	al	0.0164		0.000712
6	0	801 - 1001	ti	0.0100		0.000702
6	1	801 - 1001	ti	0.0088		0.000719
6	2	801 - 1001	ti	0.0094		0.000733
6	3	801 - 1001	ti	0.0096		0.000708