Analysis of the Potential for a Hillside Collapse for a Community in Changhua County, Taiwan

Table 6

Relative importance of factors for “A: potential.”

Factor	A-1: average hillside gradient	A-2: debris slide potential river	A-3: potential debris flow torrent	Weight
A-1: average hillside gradient	1	1.2406	1.2032	0.3752
A-2: debris slide potential river	0.8060	1	0.5834	0.2553
A-3: potential debris flow torrent	0.8310	1.7139	1	0.3695

Maximum eigenvalue = 3.0288; CI = 0.0144; CR = 0.0248.