• Keine Ergebnisse gefunden

An algorithm for mapping precursory topographic features of deep-seated landslide

N/A
N/A
Protected

Academic year: 2022

Aktie "An algorithm for mapping precursory topographic features of deep-seated landslide"

Copied!
2
0
0

Wird geladen.... (Jetzt Volltext ansehen)

Volltext

(1)

An algorithm for mapping precursory topographic features of deep-seated landslide

A case study in damaged area in Typhoon Talas

Atsuko NONOMURA1* and Shuichi HASEGAWA1

1 Department of Safety Systems Construction Engineering, Faculty of Engineering, Kagawa University,

*Corresponding author. E-mail: nonomura@eng.kagawa-u.ac.jp

INTRODUCTION

Large and catastrophic landslides have been triggered by earthquake or heavy rainfall Chigira et al., 2013). The volume of the debris is often beyond 107 m3. Landslide debris causes the second damage of the disaster, such as dammed rivers and flooding, paralyzing road networks, isolating villages. In order to mitigate the damage as much as possible, it is necessary to predict the potential locations of catastrophic landslides and estimate the damage beforehand.

The landforms of pre-landslide deformed slopes are systematically explained in Hutchinson (1988). Some deep-seated catastrophic landslides are known to have been preceded by slope deformation that was expressed in the topography, such as small scarps along the future crown, steeper at lower elevations and gentler at higher elevation with convex slope breaks (Chigira, 2009; Chigira et al., 2013). These landforms have been identified using airborne LiDAR high resolution DEM (Digital Elevation Model), normally with 5 m or smaller grid size. The landforms can be visualized clearly, but automatic identification of the landform is difficult because one pixel of the high resolution DEM is a small part of the landform.

In this study, we propose a mapping method of the potential location using 10 m resolution DEM. The relationship between pre-landslide landform and the catastrophic landslide are discussed at Akatani-east region, in Nara, Japan.

STUDY AREA

The study area of Akatani-east region is located between 34°05'28"N and 33°09'34"N latitude and between 135°42'47"E and 135°46'50"E longitude in Kii Peninsula. In September 2011, catastrophic landslides were triggered in the study area by record breaking rainfall due to Typhoon Talas. The total rainfall over a large area of the Kii Peninsula exceeded 1,000 mm from the evening of 30th August to 4th September. This rainfall caused more than 70 deep- seated catastrophic landslides in Kii Peninsula (Saito and Matsuyama, 2012; Chigira et al., 2013).

The total rainfall recorded by the Kazeya rain gauge, which is the nearest weather station to the study area, from 31st August to 4th September reached 1,359 mm. It corresponds to two- thirds of the mean annual precipitation. Rainfall triggered deep-seated catastrophic landslides in Akatani-east region. The average depth of the landslide is 11 m (Akatni-east) (Chigira et al., 2013).

MAPPING PRECURSORY TOPOGRAPHIC FEATURES OF CATASTROPHIC DEEP-SEATED LANDSLIDE

Precursory topographic features of catastrophic deep-seated landslide have been identified in several landslide researches (Hutchinson, 1988; Chigira, 2009; Chigira et al., 2013), such as

24

(2)

gentle slopes at higher elevation and steep slopes at lower elevation, several scarplets along the ridge on top of the slope or in the upper part of the slopes.

In this study, rules are proposed for mapping precursory topographic features of catastrophic deep-seated landslide and applied to the Akatani-east region by using a 10-m resolution DEM, which is processed by interpolating 1:25,000 scale contours. The data is published and distributed by the Geospatial Information Authority of Japan.

The guidelines are composed of three rules.

Rule1: Gentle pixels (< 30°) are widely distributed near the top of the mountain. The area is set to 200,000 square meters (200- pixel).

Rule2: The gentle slopes are located at higher elevation. Elevation difference is larger than 200m than that of surroundings. The surrounding is defined by using moving window. The window size is set 1km (100- pixel)

Rule3: At the top of the slopes, there are depressions. Depressions are extracted by using profile curvature.

It has been known that slopes with linear depressions on the upper part of a gentle slope can be regarded as gravitationally deformed slopes. In this study, a method for extracting series of concave pixels on an upland gentle slope is explored. The extracted topography can be regarded as a linear depression on the upper part of a gentle slope, which is known to be topographical characteristics of gravitationally deformed slopes with highly susceptible to deep-seated landslide.

By applying the algorithm to the study area, near the crown of the Akatani-east landslide, linear depressions on the gentle slope are found over the pre-landslide topography. It can be said that the deep-seated landslide occurred at the gravitationally deformed slope, which was identified by applying the algorithm. The proposed method can be used as a simple screening method of deep-seated landslide susceptible slopes using digital elevation model. The Distribution of susceptible slopes should be more deeply investigated in the field.

Acknowledgements

This work was supported by JSPS Grant-in-Aid for Young Scientists (B)(No. 25750152).

REFERENCES

Chigira, M. (2009): September 2005 rain-induced catastrophic rockslides on slopes affected by deep-seated gravitational deformations, Kyushu, southern Japan. Engineering Geology, Vol. 108, pp. 1-15.

Chigira, M., Tsou, C., Matsushi, Y., Hiraishi, N. and Matsuzawa, M. (2013): Topographic precursors and geological structures of deep-seated catastrophic landslides caused by Typhoon Talas, Geomorphology, Vol. 201, pp.479-493.

Hutchinson, J. N. (1988): General Report: Morphological and geotechnical parameters of landslides in relation to geology and hydrogeology. Proceedings, Fifth International Symposium on Landslides, Vol.1, pp. 3-35. Rotterdam: Balkema.

Saito, H. and Matsuyama, H. (2012) Catastrophic Landslide Disasters Triggered by Record- Breaking Rainfall in Japan: Their Accurate Detection with Normalized Soil Water Index in the Kii Peninsula, for the Year 2011, SOLA, Vol. 8, pp. 81-84

25

Referenzen

ÄHNLICHE DOKUMENTE

The mass rock creep slopes were extracted quantitatively using the slope gradient ratio and the minimum eigenvalue ratio in different analysis distances, and we expect greater

In the landslide longitudinal profile of Iya district, the calculated slid soil sediment zone and measured zone show relatively good resemblance, but in the

In April 2012, in light of this disaster, Nara Prefecture formed the Deep-Seated Landslide Control Office and the “Deep-Seated Landslide Study Group (‘Study Group’)”

In the cyclic undrained triaxial tests, simple cracking type demonstrated the greatest strength against compression, followed by band fracturing type and

The study area for this research is the Kii Mountain range in Japan, where a number of DCLs occurred in September of 2011. First, we made a digital elevation model of 2 meter

When using LSFLOW to make a prediction, by setting the parameter φ s = φ m , it is possible to predict the shape of deposition with which the most dangerous dam height is

1 Results of triaxial compression tests using rock cores of clay- filling disintegration type. Area

Landslides within 10-30° riverbed gradient and 0-40° confluence angle area are tend to form debris flow, whilst landslides within 0-10° of riverbed gradient and 60-110° of