Springer Praxis Books
DOI: 10.1007/3-540-27129-5_13
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Runout prediction methods

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Cited by 141 publications
(116 citation statements)
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“…; thus, the height difference (H) of this landslide is about 1100 m, with the runout distance (L) of about 2600 m, corresponding to an angle of reach (fahrböschung) of 22°. These morphometric values fit quite well with the empirical graphs for rock avalanches plotting travel angle against volume (Rickenmann 2005) and area against volume (Li 1983), obtained with historical data from literature. Considering the far distance of the source area and the fact that no road and village was built on the high slope, it would have been very difficult to detect early signs of mass movement, let alone issuing a proper early warning at dawn.…”
Section: Description Of the Maoxian Landslidesupporting
confidence: 78%
“…; thus, the height difference (H) of this landslide is about 1100 m, with the runout distance (L) of about 2600 m, corresponding to an angle of reach (fahrböschung) of 22°. These morphometric values fit quite well with the empirical graphs for rock avalanches plotting travel angle against volume (Rickenmann 2005) and area against volume (Li 1983), obtained with historical data from literature. Considering the far distance of the source area and the fact that no road and village was built on the high slope, it would have been very difficult to detect early signs of mass movement, let alone issuing a proper early warning at dawn.…”
Section: Description Of the Maoxian Landslidesupporting
confidence: 78%
“…Volume, elevation and channel slope have been used to estimate the total travel distance (Rickenmann 1999(Rickenmann , 2005 or have been determined on the basis of the average channel slope (Prochaska et al 2008). Volume balance criteria have been considered that delineate cross-sectional and inundated planimetric areas (Iverson et al 1998;Berti and Simoni 2007).…”
Section: Empiricalmentioning
confidence: 99%
“…They performed a regression analysis that showed a correlation between the estimated flow volumes and mobility ratios. In another important effort, Rickenmann (1999 and2005) developed a set of empirical relationships to be used to estimate the most important parameters of debrisflow behaviour. Based on these relationships, assessment of a maximum volume can be followed by estimates of the peak discharge and the run-out distance.…”
Section: Methods Using Empirical Approachesmentioning
confidence: 99%