2018
DOI: 10.3390/geosciences8090312
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Lake Nyos, a Multirisk and Vulnerability Appraisal

Abstract: Situated at the northern flank of the Oku Massif, Lake Nyos crater epitomizes landscape features originating from volcanic explosions during the Quaternary. The Cameroon Volcanic Line (CVL), to which it belongs, constitutes the most active volcanic region in Cameroon. In 1986, an outgas explosion occurred from beneath the lake and killed 1746 people in several neighbouring villages. The event influenced a radial area of 25 to 40 km wide, particularly in eastern and western direction. This was mainly due to: (1… Show more

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Cited by 7 publications
(2 citation statements)
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“…To mitigate the risk of later gaseous eruptions, the Nyos and Monoum Degassing Project was instituted to degas (Tubes were installed to siphon water from the bottom of the lake to the surface, allowing carbon dioxide to escape in safe amounts.) both lakes, and it is believed the risk of later gaseous eruptions has been eliminated [63]. A carbon-dioxide warning system was installed at both Lakes Nyos and Monoum to alert the residents living within the vicinity in case of another gaseous release.…”
Section: Gaseous Eruptionsmentioning
confidence: 99%
“…To mitigate the risk of later gaseous eruptions, the Nyos and Monoum Degassing Project was instituted to degas (Tubes were installed to siphon water from the bottom of the lake to the surface, allowing carbon dioxide to escape in safe amounts.) both lakes, and it is believed the risk of later gaseous eruptions has been eliminated [63]. A carbon-dioxide warning system was installed at both Lakes Nyos and Monoum to alert the residents living within the vicinity in case of another gaseous release.…”
Section: Gaseous Eruptionsmentioning
confidence: 99%
“…Dam failure at maar rims can be triggered by five mechanisms (Jouhanneau et al, 2001;Bonelli et al, 2007;Manville, 2015;Tchindjang, 2018): (1) Mass movements induced by seismic ground acceleration and liquefaction; (2) Phreato-magmatic eruption near the dam; (3) Regressive mechanical or linear backward erosion following a flood affecting the downstream portion of the dam; (4) Cavity collapse at the dam base or top due to chemical erosion, subsidence, and seepage; (5) Failure due to seepage (piping flow) initiated by headward erosion of a pipe, often accompanied by collapse of the pipe roof to form a retreating amphitheater-headed gully, until only a thin septum of dam material remains that is pushed over by the weight of the lake water, followed by potentially runaway breach erosion.…”
Section: Failure Of Maar Rim Damsmentioning
confidence: 99%