Table 1: Properties of the CME accelerations, velocities and widths. The number of CMEs in subsamples is denoted as N. The subscripts at the mean values represent the medians.
All CMEs All F-CMEs DSF-CMEs B and C F-CMEs M and X F-CMEs

N=4463 N=545 N=104 N=363 N=181

$\overline a\pm \sigma_{a}$ [m s^-2] $-1.2_{-0.2}\pm 20.6$ $-1.8_{-1.6}\pm 19.7$ $+0.1_{+1.2}\pm 16.8$ $-1.0_{-1.0}\pm 18.2$ $-3.4_{-3.4}\pm 22.4$

$\overline v_3\pm\sigma_{v_3}$ [km s^-1] $465_{400}\pm 295$ $600_{506}\pm 349$ $481_{447}\pm 285$ $523_{460}\pm 283$ $751_{675}\pm 414$

$\overline v_{\rm m}\pm\sigma_{v_{\rm m}}$ [km s^-1] $462_{408}\pm 256$ $581_{500}\pm 314$ $493_{475}\pm 242$ $514_{452}\pm 255$ $716_{635}\pm 374$

$\overline\phi\pm\sigma_{\phi}$ [deg] $73_{53}\pm 73$ $131_{90}\pm 107$ $101_{85}\pm 77$ $112_{93}\pm 76$ $170_{116}\pm 121$

**Table 1:** Properties of the CME accelerations, velocities and widths. The number of CMEs in subsamples is denoted as N. The subscripts at the mean values represent the medians.
	All CMEs	All F-CMEs	DSF-CMEs	B and C F-CMEs	M and X F-CMEs
	N=4463	N=545	N=104	N=363	N=181
$\overline a\pm \sigma_{a}$ [m s^-2]	$-1.2_{-0.2}\pm 20.6$	$-1.8_{-1.6}\pm 19.7$	$+0.1_{+1.2}\pm 16.8$	$-1.0_{-1.0}\pm 18.2$	$-3.4_{-3.4}\pm 22.4$
$\overline v_3\pm\sigma_{v_3}$ [km s^-1]	$465_{400}\pm 295$	$600_{506}\pm 349$	$481_{447}\pm 285$	$523_{460}\pm 283$	$751_{675}\pm 414$
$\overline v_{\rm m}\pm\sigma_{v_{\rm m}}$ [km s^-1]	$462_{408}\pm 256$	$581_{500}\pm 314$	$493_{475}\pm 242$	$514_{452}\pm 255$	$716_{635}\pm 374$
$\overline\phi\pm\sigma_{\phi}$ [deg]	$73_{53}\pm 73$	$131_{90}\pm 107$	$101_{85}\pm 77$	$112_{93}\pm 76$	$170_{116}\pm 121$

Source LaTeX | All tables | In the text

	1 Introduction
	2 Data
	3 Samples
	4 Comparison of F-CMEs and DSF-CMEs
	5 The CME-flare relationship
	6 Counterexamples
	7 Discussion and conclusions
	References