Nation | Zone | Threshold type | Landslide code | Equation | Range | Notes | Reference | Image |
USA | Alamanda County | R | A | R > 180 mm | n.a. | n.a. | Nilsen TH, Taylor FA, Brabb EE (1976) Recent landslides in Alamanda County, California (1940-71). US Geological Survey Bul 1398 | Graphic |
USA | Blue Ridge | ID | D | I = 116.48×D-0.63 | 2 < D < 16 | n.a. | Wieczorek GF, Morgan BA, Campbell RH (2000) Debris flow hazards in the Blue Ridge of Central Virginia. Environ Eng Geosci 6: 3–23 | Graphic |
USA | Blue Ridge | IMAPD | D | IMAP = 0.09×D-0.63 | 2 < D < 16 | n.a. | Wieczorek GF, Morgan BA, Campbell RH (2000) Debris flow hazards in the Blue Ridge of Central Virginia. Environ Eng Geosci 6: 3–23 | Graphic |
USA | Central Santa Cruz Mountains | ID | D | I = 1.7+9×D-1.00 | 1 < D < 6.5 | n.a. | Wieczorek GF (1987) Effect of rainfall intensity and duration on debris flows in central Santa Cruz Mountains. In: Debris flow/avalanches: process, recognition, and mitigation (Costa JE, Wieczorek GF, eds). Geological Society of America, Reviews in Engineering Geology, 7: 93–104 | Graphic |
USA | Chalk Cliffs, Colorado | ID | D | I = 6.61×D-0.77 | 0 < D < 2.6 | n.a. | Coe A, Kinner DA, Godt JW (In Press) Initiation conditions for runoff-generated debris flows at Chalk Cliffs, Central Colorado, USA | Graphic |
USA | Contra Costa County | E | Sh | E > 177.8 mm | n.a. | Abundant landslides | Nilsen TH, Turner BL (1975) Influence of rainfall and ancient landslide deposits on recent landslides (1950-1971) in urban areas of Contra Costa County, California. US Geological Survey Bul 1388 | Graphic |
USA | Kaluanui, Honolulu | ED | D | E = 53.34 + 17.78×D | 3 < D ≤ 6 | For abundant landslides | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | Kaluanui, Honolulu | ED | D | E = 13.84 + 12.83×D | 1 ≤ D ≤ 3 | Safety threshold | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | Kaluanui, Honolulu | ED | D | E = 15.75 + 12.19×D | 3 < D ≤ 6 | Safety threshold | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | Kaluanui, Honolulu | ED | D | E = 8.76 + 32.64×D | 1 ≤ D ≤ 3 | For abundant landslides | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | Los Angeles Area | R | A | R > 235 mm | n.a. | n.a. | Campbell RH (1975) Soil slips, debris flows, and rainstorms in the Santa Monica Mountains and vicinity, southern California. In: US Geological Survey Professional Paper 851. Washington DC: U.S. Government Printing Office, 51 pp | Graphic |
USA | Mettman Ridge | ID | A | I = 9.9×D-0.52 | 1 < D < 170 | n.a. | Montgomery DR, Schmidt KM, Greenberg HM, Dietrich WE (2000) Forest clearing and regional landsliding. Geology 28(4): 311-314 | Graphic |
USA | n.a. | ID | D | I = 35.23 ×D-0.54 | 3 < D < 12 | n.a. | Jibson RW (1989) Debris flow in southern Porto Rico. Geological Society of America, Special Paper 236, 29–55 | Graphic |
USA | n.a. | ID | D | I = 26.51 ×D-0.19 | 0.5 < D < 12 | n.a. | Jibson RW (1989) Debris flow in southern Porto Rico. Geological Society of America, Special Paper 236, 29–55 | Graphic |
USA | n.a. | IE | D | I = 31.99 - 0.10×E | 0 < E < 315 | n.a. | Jibson RW (1989) Debris flow in southern Porto Rico. Geological Society of America, Special Paper 236, 29–55 | Graphic |
USA | n.a. | IMAPD | D | IMAP = 0.03×D-0.21 | 0.5 < D < 8 | n.a. | Jibson RW (1989) Debris flow in southern Porto Rico. Geological Society of America, Special Paper 236, 29–55 | Graphic |
USA | n.a. | IMAPD | D | IMAP = 0.03×D-0.33 | 1 < D < 12 | n.a. | Jibson RW (1989) Debris flow in southern Porto Rico. Geological Society of America, Special Paper 236, 29–55 | Graphic |
USA | Nuuanu, Honolulu | ED | D | E = 12.45 + 27.18×D | 1 ≤ D ≤ 3 | For abundant landslides | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | Nuuanu, Honolulu | ED | D | E = 48.26 + 15.24×D | 3 < D ≤ 6 | For abundant landslides | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | Nuuanu, Honolulu | ED | D | E = 13.08 + 2.16×D | 1 ≤ D ≤ 3 | Safety threshold | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | Nuuanu, Honolulu | ED | D | E = 9.91 + 3.22×D | 3 < D ≤ 6 | Safety threshold | Wilson RC, Torikai JD, Ellen SD (1992) Development of rainfall thresholds for debris flows in the Honolulu District, Oahu. US Geological Survey Open-File Report 92-521, 45 pp | Graphic |
USA | San Benito County | E | A | E > 250 mm | n.a. | n.a. | Oberste-lehn D (1976) Slope stability of the Lomerias Muertas area, San Benito County, California. PhD, Stanford University, California | Graphic |
USA | San Francisco Bay Area | E | Sh | E > 254 mm | n.a. | Greater propensity for landslides | Mark and Newman cited in Cannon SH, Ellen SD (1985) Rainfall conditions for abundant debris avalanches, San Francisco Bay region, California. Calif Geol 38: 267–272 | Graphic |
USA | San Francisco Bay Area | ID | D | I = 6.9+38×D-1.00 | 2 < D < 24 | High MAP | Cannon SH, Ellen SD (1985) Rainfall conditions for abundant debris avalanches, San Francisco Bay region, California. Calif Geol 38: 267–272 | Graphic |
USA | San Francisco Bay Area | ID | D | I = 2.5+300×D-2.00 | 5.5 < D < 24 | Low MAP | Cannon SH, Ellen SD (1985) Rainfall conditions for abundant debris avalanches, San Francisco Bay region, California. Calif Geol 38: 267–272 | Graphic |
USA | San Francisco Bay Area | IMAPD | D | D = 46.1-3.6·103×IMAP + 7.4·104×IMAP2 | 1 < D < 24 | n.a. | Cannon SH (1988) Regional rainfall-threshold conditions for abundant debris-flow activity. In: Landslides, Floods, and Marine Effects of the Etorm of January 3-5, 1982, in the San Francisco Bay Region, California (Ellen SD, Wieczorek GF, eds). US Geological Survey Professional Paper 1434, 35-42 | Graphic |
USA | Seattle Area | ID | S | I = 82.73×D-1.13 | 20 < D < 55 | n.a. | Baum RL, Godt JW, Harp EL, McKenna JP (2005) Early warning of landslides for rail traffic between Seattle and Everett, Washington. In: Landslide Risk Management, Proceedings of the 2005 International Conference on Landslide Risk Management (Hungr O, Fell R, Couture R, Ebdrhardt E, eds). New York: A.A. Balkema, 731-740 | Graphic |