{"id":4711,"date":"2012-05-09T13:51:32","date_gmt":"2012-05-09T13:51:32","guid":{"rendered":"http:\/\/blogs.agu.org\/landslideblog\/?p=4711"},"modified":"2012-05-09T13:58:10","modified_gmt":"2012-05-09T13:58:10","slug":"using-seismic-data-to-analyse-the-seti-river-landslide-in-nepal","status":"publish","type":"post","link":"https:\/\/blogs.agu.org\/landslideblog\/2012\/05\/09\/using-seismic-data-to-analyse-the-seti-river-landslide-in-nepal\/","title":{"rendered":"Using seismic data to analyse the Seti River landslide in Nepal"},"content":{"rendered":"

Colin Stark and Goran Ekstrom<\/a> have been working for a while on the analysis of seismic data to detect very large landslides.\u00a0 Whilst still in its infancy, this technique shows great promise for very large landslides, and it is increasingly clear that some landslide parameters can be extracted from the seismic data if the force history inversion is undertaken correctly.<\/p>\n

On 5th May 2012 the global seismic network detected what appeared to be a landslide event to the north of the town of Pokhara in Nepal.\u00a0 Soon after a flood wave travelled down the Seti River<\/a>, killing over 50 people.\u00a0 It is likely that the wave was triggered by the collapse of a large landslide mass that had impounded the river.<\/p>\n

Colin and Goran have now undertaken Landslide Force History (LFH) inversion for the event that they detected on 5th May, and to quote Colin (with his permission) “we are now 100% sure there was indeed a seismogenic slope failure in the Pokhara area”.<\/p>\n

Their best estimate for the landslide parameters are as follows:<\/p>\n

    \n
  1. Date\/time: 5th May 2012 at 03:24:56 GMT = (i.e. 09:09:56 local time)<\/li>\n
  2. Runout duration: ~103 seconds<\/li>\n
  3. Max force: ~1.2*10^11 N assuming a mass of 1.4*10^11 kg (see note#1 below)<\/li>\n
  4. Runout distance: ~1040 m (see note#1 below)<\/li>\n
  5. Height drop: ~350 m (see note#2 below)<\/li>\n
  6. Max accel: ~0.85 m\/s^2 (depends on mass assumption)<\/li>\n
  7. Max speed: ~24 m\/s (ibid)<\/li>\n<\/ol>\n

    Colin notes that:<\/p>\n

    Note#1: There is an inherent ambiguity in the LFH inversion since we obtain force, which is mass*acceleration, which integrates up to mass*distance. If we specify mass, we predict runout distance (and height drop); if we specify runout distance or height drop, we predict mass. In this case I would bracket (generously) thusly:<\/p>\n

      \n
    1. n\/c<\/li>\n
    2. n\/c<\/li>\n
    3. n\/c<\/li>\n
    4. Mass range: 5*10^10 kg — 2*10^11 kg<\/li>\n
    5. Runout distance ~ 2910 m — 740 m<\/li>\n
    6. Height drop ~970 m — 250 m (see note#2 below)<\/li>\n
    7. Max accel ~ 2.4–0.6 m\/s^2 (depends on mass assumption)<\/li>\n
    8. Max speed ~ 67–17 m\/s (ibid)<\/li>\n<\/ol>\n

      From experience I would guess somewhere in the middle is most likely, i.e., my guess above at a mass of around 1-2*10^11kg. Once we have satellite imagery, the bracketing will improve markedly.<\/p>\n

      Note#2: The inferred height drop is dependent on the mass assumption (or measurement), but it is apparently also dependent on slope failure mechanism – on occasion, we appear to underestimate (in the LFH inversion) the vertical force involved. This may simply be because our inversion scheme does not at present apply extra geomorphic constraints beyond the requirement of net stationarity. We’re working on this.<\/p><\/blockquote>\n

      One of the most intriguing aspects of this technique is that it generates a trajectory of the centre of mass of the landslide.\u00a0 This is a planform diagram in which the length of the arrow indicates the relative speed:<\/p>\n

      One very useful result: the planform trajectory of the landslide center of mass. Here’s a pic (the arrow size gives relative speed):<\/p>\n

      \"\"<\/p>\n

      \"\"<\/a>Thus, as Colin says:<\/p>\n

      “This landslide (centre of mass) moved almost directly westwards with a modest bend in its trajectory”<\/p><\/blockquote>\n

      So, assuming that the detected event did provide the debris that triggered the collapse, where did it happen?\u00a0 Well, the analysis of the data suggests that it was in this area, althoigh it is not well constrained:<\/p>\n

      \"\"<\/a><\/p>\n

      From there we can turn to the second amazing part of this story.\u00a0 Kunda Dixit is a well-known journalist in Nepal.\u00a0 A day or so ago he made the following comment on this blog<\/a>:<\/p>\n

      The latest death toll is 17 dead 47 missing. The cause was neither glacial lake outburst nor ice avalanche but the collapse of a rockface on the eastern flank of Machapuchre.<\/p>\n

      You may find these interesting:
      \n      http:\/\/nepalitimes.com.np\/blogs\/kundadixit\/2012\/05\/05\/avalanche-flood-on-seti\/<\/a>
      \nand
      \n      http:\/\/nepalitimes.com.np\/blogs\/kundadixit\/2012\/05\/05\/eye-in-the-sky\/<\/a><\/p><\/blockquote>\n

      Machapuchere is shown in the image above.\u00a0 However, the landslide moved from east to west, which suggests that it was perhaps a failure on the rockface downstream from Annapurna II.\u00a0 Note though this is just speculation at this time, and it could of course be that the landslide event that was detected and the event that caused the flood are unrelated (although the coincidence would be surprising).<\/p>\n

      Finally, it is worth noting that Kunda Dixit’s post<\/a> points out that the alarm about this flood was raised by a light aircraft pilot, Captain Alexander Maximov, who saw it from his aircraft.\u00a0 There are even images of the front of the flow taken from the aircraft:<\/p>\n

       <\/p>\n

      \"\"<\/a>

      http:\/\/nepalitimes.com.np\/blogs\/kundadixit\/wp-content\/uploads\/2012\/05\/5.jpg<\/p><\/div>\n

       <\/p>\n

       <\/p>\n","protected":false},"excerpt":{"rendered":"

      From 2 sources, analysis of seismic data & an eye-witness report, info is emerging about the landslide that caused the deadly Seti flood.<\/p>\n","protected":false},"author":22,"featured_media":4713,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":"","_members_access_role":[],"_members_access_error":""},"categories":[3],"tags":[15,959,66],"class_list":["post-4711","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-landslide-report","tag-landslide-dam","tag-landslide-report","tag-nepal"],"_links":{"self":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/posts\/4711","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/users\/22"}],"replies":[{"embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/comments?post=4711"}],"version-history":[{"count":0,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/posts\/4711\/revisions"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/media\/4713"}],"wp:attachment":[{"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/media?parent=4711"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/categories?post=4711"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/blogs.agu.org\/landslideblog\/wp-json\/wp\/v2\/tags?post=4711"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}