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The 1980 eruption of Mount St Helens

The 1980 eruption of Mount St Helens Mount St Helens is found in the Cascade Range, along the west coast of Washington State, USA. The volcano is 30,000 years old. This is young by geological standards. Mount St Helens erupts violently about once every 3,000 to 4,000 years. The volcano erupted most recently at 08.32 on 18th May 1980.

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A review of the Mount St. Helens massive Eruption: The largest landslide ever recorded

• May, 18, 1980
• Landslides News On Natural Disasters / Failures
• United States, Washington
• Authored by: Geoengineer.org

In 1980, the explosion of Mount St. Helens in the state of Washington, United States, triggered the largest (on land) landslide ever recorded.

Facts and Information about Mount St. Helens

Mount St. Helens is a stratovolcano situated in the Cascade Mountains, 88 kilometers northeast of Portland. The volcano is relatively young as it was formed around 40,000 years ago. However, it is the most active in the Cascade Range. 

Cascade Mountain Range  belongs to the  Ring of Fire , a vast region in the Pacific Ocean where many large earthquakes and volcanic eruptions strike. The mountain range stretches from British Columbia (Canada) to California through the state of Washington. 

According to the United States Geology Survey (USGS), the name of the mountaintop was given by  George Vancouver , a British navigator for the Royal Navy who explored North America's Pacific Coast, to honor Alleyne FitzHerbert, a British Diplomat and a friend of his.

Mount St. Helens in 2015 . Credits: Gerhard Zwerger-Schoner/imageBROKER/Corbi

Seismic and Volcanic Activity Prior to the Eruption

Despite the fact that Mount St. Helens was inactive for 123 years, in March 1980, an explosion sequence that would be devastating, initiated. 

Interestingly, a new seismograph network was established around the mountain on March 1, 1980, by scientists from the  University of Washington . The seismographs captured several small seismic incidents the following days. On March 20, a shallow M 4.2 earthquake was recorded and its epicenter was detected at the north flank of the volcano. The tremblor indicated that an intense eruption was about to occur.

During the next period, the pressure was building up in the volcano and by March 25, small earthquakes would occur every 4 minutes on average. The first magma release was reported 2 days later sending ashes and steam into the air and creating a new, 75-meter wide crater. Scientists also noticed a new fracture network developed around the mountain and detected numerous rockslides.

Dixy Lee Ray the Governor of the U.S. state of Washington,  stated : “This is the first real volcanic activity in the Cascade Range that can be studied with modern instruments, so I think everybody is terribly excited about what is going on.” 

Earthquake and eruption activities went on in April. In particular, seismic shocks slightly increased with 5 and 8 earthquakes greater than M 4.0 occurring daily in April and until mid-May, respectively. However, on April 3, a harmonic seismic shock occurred, indicating that molten magma was rising up in the volcano ( harmonic tremor  is a continuous vibration of the ground caused by magma movement). The next day, Governor Ray declared a state of emergency in the region surrounding the volcano.

In terms of volcanic activity, one small explosion per hour was recorded through March, a rate that was reduced to one per day in the following month and until April 22. That day, eruptions completely stopped. During the last week of April, scientists from USGS were monitoring the north side of the mountain to find out that it has been displaced by 82 meters and that movement would continue until May 17 when the total displacement was about 140 meters. This fact proved that pressure was building up and a large explosion was imminent.

The Massive Landslide and Volcanic Eruption of May 18, 1980

On the morning of May 18, 1908, a  M 5.1 earthquake  struck at a depth of about 1,6 kilometers below the north flank of the volcano. The seismic shock triggered what is known as the  largest landslide ever recorded . The landslide occurred approximately 20 seconds after the seismic shock causing the whole flank of the mountain to collapse. 

A video recreating the course of the vast landslide can be found below.

According to the  USGS , the total volume of the material removed was 2.79 cubic kilometers, an equivalent of 1,116,000 Olympic-size swimming pools. The total area of the slide was 59.57 square kilometers, its average depth was 45 meters while its maximum depth 180 meters. The debris flow velocity ranged between 112 km/h and 193km/h. Prior to the incident, the summit of Mount St. Helens was elevated at 2949 meters and it was reduced at 2549 meters, after the landsliding. 

The landslide released the pressure above the magma inside the volcano and a massive eruption occurred seconds after. 

Pyroclastic flow that included lava, rock, volcanic gases and ash bypassed the moving landslide debris at speeds that reached more than 1000km/h and devastated a 600-square kilometer area. 

Moreover, a subsequent vertical explosion sent volcanic ashes and gases 18 kilometers up into the air. Data collected the following period indicated that about 540 million tons of ash deriving from the eruption spread over 7 United States.

The heat from the blast melted the glacier and the snow in the mountain and the produced water was mixed with debris to form a type of mudflows also known as  "lahars" .

By the end of the day, the explosion had retroceded and was stopped the following day. The summit of Mount St. Helens had been completely removed and replaced by a fuzzy-shaped crater as shown in the picture above. 

An ash plume at the summit of Mount St. Helens hours after its eruption began on May 18th, 1980.  Credits: USGS / Robert Krimmel

The Aftermath of the Eruption

An apparent outcome of the explosion is the annihilation of a vast natural area and its biodiversity. However, since 1995, flora and fauna have been re-established in the region and the rich lava grounds have enabled biodiversity to thrive.

Moreover, 57 people were reported dead. According to USGS, most of them probably died from asphyxiation after inhaling hot ash.

Regarding the damage in infrastructure, 27 bridges, 200 residences, 322 kilometers of roads and railways and sewage systems were devastated. Air traffic was halted for a long period due to poor visibility.

When it comes to the total financial  cost of the eruption , making accurate estimates is challenging but, the economical destruction was determined at $2 to $3 billion. Those amounts included the financial loss deriving from the agriculture, wood and repairs.

In terms of scientific knowledge, the explosion provided a unique case study of understanding the complex dynamics of volcanoes. Exploiting the accumulated data improved the eruptive forecasts and aided at creating more accurate models. A paper, published in 2018, on the lessons learned by the explosion and remaining challenges can be found  here .

Eruptions after May 18, 1980

Regarding the period following the massive explosion, further eruptive episodes with far less intensity were recorded. In October of that year, a new lava chamber was created after 17 new eruptions. From 1981 to 1986, there was a minor volcanic activity that frequently caused some mudflows to occur.

Since then, there have been some periods of increased seismicity and eruptive sequences but no large incidents. Between 1989 and 1991, a series of 30 seismic sequences, each lasting from minutes to hours, were recorded. The earthquakes were followed by small eruptions. Another explosion that occurred in 2004 marked a period of volcanic activity that eventually stopped in 2008.

Valuable insights for this article were provided by the  USGS .

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4.6: Case Study: Risk Perception and Warning of the Mt. St. Helens Eruption

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In late March, 1980, Mt. St. Helens began a series of ash and steam eruptions that culminated six weeks later in a blast that ejected one cubic mile of material from the top of the mountain. Prior to the March eruptions, most residents of nearby communities were aware that Mt. St. Helens was a volcano and could name a specific threat that could affect their safety (Perry & Greene, 1983). The majority of those within about 20 miles of the volcano expressed concern about ashfall, whereas most of those in communities 30-40 miles away were concerned about mudflows and floods. The severity and immediacy of the volcano threat led people to search for information frequently—most of them sought information four times a day or more. The unfamiliarity of the threat led them to rely on the news media more than peers. Reliance on authorities was very high in communities closest to the volcano, but very low farther away. Similarly, residents of areas closest to the volcano thought they were more likely to evacuate and had made more preparations to evacuate.

On the day of the May 18 eruption, most of those living close to the volcano (Toutle/Silverlake) were warned by authorities (48%) but almost as many were warned by peers (41%) and few were warned by the news media (11%). By contrast, most of those living farther away the volcano (Woodland) were warned by peers (59%) and equal proportions of the remainder were warned by authorities (21%) and the news media (20%). The initial response also differed by community. Toutle/Silverlake residents were most likely to prepare to evacuate (40%), but many took family oriented action (18%), sought to confirm the warning (19%), or continued normal routines (18%). Woodland residents were most likely to take family oriented action (41%), while others sought to confirm the warning (21%) or continued normal routines (29%) rather than prepare to evacuate (7%). Most residents of both communities sought warning confirmation, but those in Toutle/Silverlake were less likely to use the mass media (33% vs. 59% in Woodland) and more likely to contact peers and local authorities.

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8. Case Studies III: The May 18th, 1980 Mt. St. Helen's Volcanic Eruption and Super Volcanic Eruptions

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Geology of Mount St. Helens National Volcanic Monument

Mount St. Helens is a stratovolcano, a steep-sided volcano located in the Pacific Northwest region of the United States in the state of Washington.

Sitting about 97 miles south of Seattle and 52 miles northeast of Portland, Oregon, Mount St. Helens is the most active volcano within the Cascade Range and has the highest probability out of all U.S. volcanoes other than Hawaii and Alaska to erupt in the future. During the past few thousand years Mount St. Helens reached its pre-1980 elevation of 2,950 m (9,677 ft) making it the fifth highest peak in Washington at the time and giving it the nickname of “Mount Fuji of America.”

The Cascade Range, where Mount St. Helens resides, is a perfect example of a fundamental concept in geology known as a subduction zone, a place where oceanic crust and continental crust collide. Here, the Juan de Fuca (oceanic) plate dives beneath the North American (continental) Plate. Oceanic crust is more dense than continental crust, so as the Juan de Fuca plate collides with the North American Plate, it is forced downward, deeper within the Earth where temperatures are higher. The ocean crust partially melts at depth and also releases less dense materials (water and gases). The less dense material rises, melting and absorbing surrounding rock as it bubbles upward to form magma chambers. These chambers behave similarity to a soda can, staying dormant most of the time unless a sudden disruption occurs. Can you guess what may disturb the balance in the chamber and set off a volcanic eruption? Earthquakes! Just as a sudden and violent shake of a soda can will cause the liquid to escape quickly when opening, volcanoes will react to this quick change in motion and pressure by erupting onto Earth’s surface.

The 275,000 year old geologic history of Mount St. Helens has displayed both relatively quiet outpourings of lava and violent explosive eruptions of volcanic ash and rock fragments, known as tephra. Volcanologists have separated the eruption history of this volcano into four main stages, each followed by a dormant, nonexplosive period.

Ape Canyon Stage: This stage spans from 275,000 to 35,000 years ago and had two major lava dome eruption events. Evidence can be found in rocks as far as eastern Washington, many of which were altered by hydrothermal (hot water) activity, indicating explosive eruptions. This stage was followed by a dormant interval from 35,000 to 28,000 years ago.

Cougar Stage: The Cougar Stage was one of the most explosive periods for Mt. St. Helens, taking place from 28,000 to 18,000 years ago. The explosions varied to form lava flows and domes, large ash ejections, pyroclastic flows, a debris avalanche and lahars. A debris avalanche is a mass of rock, soil and snow that runs down the side of a volcano to the valley floor, traveling several kilometers from the source, and leaving a horseshoe-shaped crater.. The debris avalanche was the most catastrophic event of the Cougar Stage, leaving a massive deposit behind.

Swift Creek Stage: Swift Creek volcanism occurred between 16,000 to 12,800 years ago. During this relatively short stage multiple domes grew on the volcano, reaching an altitude 2,100 m (7,000 ft). Several of the unstable domes collapsed throughout the volcano-building phases, creating fan-like deposits made of pyroclastic flows and lahars. This growth period was followed by another dormant interval spanning from 12,800 to 3,900 years ago.

Spirit Lake Stage: The Spirit Lake Stage started about 3,900 years ago and continues today. This stage mainly consists of volcanic dome-building events. The deposits are well-preserved, allowing scientists to collect more data than what is available from previous stages. The Spirit Lake Stage can be further broken down into six eruptive periods.

Smith Creek Eruptive Period (3.9 to 3.3 ka): Although the shape of the volcano did not significantly change during the Smith Creek period, there were two violently explosive eruptions. One eruption was about four times larger than the familiar 1980 eruption, making it the most voluminous eruption over the volcano’s history. The other major eruption sourced from an extruded lava dome, and sent lahars as far south as the Columbia River.

Pine Creek Eruptive Period (2.9 to 2.5 ka): This period consisted of tephra ejections, pyroclastic flows, dacite domes, and small avalanches which later formed debris fans. Scientists estimate Mt. St. Helen’s maximum elevation to be about 2,100 m (7,000 ft) toward the end of this eruptive period.

Castle Creek Eruptive Period (2.025 to 1.7 ka): The Castle Creek Eruptive period consisted of dacite domes with tephra, pyroclastic flows, lava flows and lava domes. Recent studies have also shown record of three basaltic eruptions, indicating that the chemical composition had changed, a common occurrence in stratovolcanoes. This period built the cluster of domes into composite volcano, ending with a summit elevation of about 2,450 m (8,000 ft).

Sugar Bowl Eruptive Period (C.E. 850 to 900): The Sugar Bowl period was a short dome-building period, with the largest eruption being about 1/10 th the size of the 1980 eruption. This eruptive period did not drastically alter the shape of the volcano.

Kalama Eruptive Period (C.E. 1479 to 1720): The early Kalama Eruptive period began with two large explosive eruptions, taking place within relatively a short time period between the two. This unique pairing of eruptions is rare among worldwide volcanic studies. A large andesitic eruption took place during the mid-Kalama period, sending pyroclastic flows and hot lahars from the volcano. The late Kalama phase saw the rise of Summit Dome, a dacitic dome that grew over a 100-year period and eventually reaching Mt. St. Helen’s pre-1980 form.

Goat Rocks Eruptive Period (A.D. 1800– 1857): This period mainly consisted of smaller eruptions producing ash, tephra, and lava flows. Toward the end of this eruptive phase, the minor eruptions are believed to have been steam-driven, without magma rising significantly to the surface. This stage set the final building blocks before the 1980 eruption.

Modern Eruptive Period: On March 16, 1980, Mt. St. Helens began experiencing earthquake activity. On March 27 th , 1980, after several hundred earthquakes, the volcano erupted for the first time in over 100 years. The initial steam blast created a 60-75-m (200- to 250-ft) wide crater, which grew to about 400 m (1,300 ft) in diameter within one week. Earthquakes became more and more frequent, with over 10,000 quakes occurring by May 17 th . By this time, the seismic movement had shifted enough land mass to create a bulge or swelling region that grew at a consistent rate of about 2 m (6.5 ft) per day. This drastic deformation, also known as a cryptodome, indicated that magma was bulging from below and waiting to erupt onto the surface.

On May 18 th , 1980, without immediate warning, a 5.1 magnitude earthquake shook the volcano as its bulge at the northern flank slid away. This landslide is now the largest debris avalanche in recorded history, and is about the size of a million Olympic swimming pools. Because the cryptodome was a highly-pressurized, high-temperature body of magma, its removal during the landslide caused a massive depressurization of the volcano’s magmatic system, like opening a soda can after it has been shaken. A lateral blast  removed the upper 300 m (nearly 1,000 ft) of the cone, sending hot material at least 480 km/hr (300 mi/hr) from the crater and flattening the dense forest as it traveled. Within 15 minutes, an eruption cloud of tephra filled the sky at a height of more than 24 km (15 mi or 80,000 ft).

The major loss in pressure resulted in the onset of a 9-hour long Plinian eruption. The new, northward-opening amphitheater shape was revealed shortly after the eruption ended, disappointing many locals that its “perfect shape” was gone. Within a day of the eruption, 520 million tons of ash was distributed eastward across the United States, and the ash cloud circled the globe over the next 15 days.

The summit elevation dropped to 2,539 m (8,330 ft) due to the collapse of the crater walls. Chemical analysis of the eruptive products shows that the complexity of the magmatic system has increased as the volcano has matured. Scientists have also installed updated GPS devices, seismometers, gas meters, and cameras to increase precision and accuracy of research analysis and continuous monitoring. 

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• Published: 06 November 2014

Reducing risk from lahar hazards: concepts, case studies, and roles for scientists

• Thomas C Pierson 1 ,
• Nathan J Wood 2 &
• Carolyn L Driedger 1  

Journal of Applied Volcanology volume  3 , Article number:  16 ( 2014 ) Cite this article

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Lahars are rapid flows of mud–rock slurries that can occur without warning and catastrophically impact areas more than 100 km downstream of source volcanoes. Strategies to mitigate the potential for damage or loss from lahars fall into four basic categories: (1) avoidance of lahar hazards through land-use planning; (2) modification of lahar hazards through engineered protection structures; (3) lahar warning systems to enable evacuations; and (4) effective response to and recovery from lahars when they do occur. Successful application of any of these strategies requires an accurate understanding and assessment of the hazard, an understanding of the applicability and limitations of the strategy, and thorough planning. The human and institutional components leading to successful application can be even more important: engagement of all stakeholders in hazard education and risk-reduction planning; good communication of hazard and risk information among scientists, emergency managers, elected officials, and the at-risk public during crisis and non-crisis periods; sustained response training; and adequate funding for risk-reduction efforts. This paper reviews a number of methods for lahar-hazard risk reduction, examines the limitations and tradeoffs, and provides real-world examples of their application in the U.S. Pacific Northwest and in other volcanic regions of the world. An overriding theme is that lahar-hazard risk reduction cannot be effectively accomplished without the active, impartial involvement of volcano scientists, who are willing to assume educational, interpretive, and advisory roles to work in partnership with elected officials, emergency managers, and vulnerable communities.

Lahars are discrete, rapid, gravity-driven flows of saturated, high-concentration mixtures containing water and solid particles of rock, ice, wood, and other debris that originate from volcanoes (Vallance [ 2000 ]). Primary lahars are triggered during eruptions by various eruption-related mechanisms; between AD 1600 and 2010 such lahars killed 37,451 people worldwide, including 23,080 in the 1985 Nevado del Ruiz disaster alone (Witham [ 2005 ]; Aucker et al. [ 2013 ]). During the same period secondary lahars, most commonly triggered by post-eruption erosion and entrainment of tephra during heavy rainfall, killed an additional 6,801 (Aucker et al. [ 2013 ]). Just in the past several decades, staggering losses from widely publicized lahar-related disasters at Mount St. Helens, USA; Nevado del Ruiz, Colombia; Mount Pinatubo, Philippines; and Mount Ruapehu, New Zealand, have demonstrated how lahars of both types significantly threaten the safety, economic well-being, and resources of communities downstream of volcanoes. Lahars can range in consistency from thick viscous slurries resembling wet concrete (termed debris flows ) to more fluid slurries of mostly mud and sand that resemble motor oil in consistency (termed hyperconcentrated flows ). These two types of flows commonly occur in all types of mountainous terrain throughout the world, but the largest and most far-reaching originate from volcanoes, where extraordinarily large volumes of both unstable rock debris and water can be mobilized (Vallance and Scott [ 1997 ]; Mothes et al. [ 1998 ]).

The destructive nature of lahars derives from their speed, reach, and composition—and our difficulty in predicting (in the absence of warning systems) when they may occur. Large lahars commonly achieve speeds in excess of 20 m/s on the lower flanks of volcanoes and can maintain velocities in excess of 10 m/s for more than 50 km from their source when confined to narrow canyons (Cummans [ 1981 ]; Pierson [ 1985 ]; Pierson et al. [ 1990 ]) (Table 1 ). Impact forces from multi-ton solid objects commonly suspended in debris-flow lahars (such as large boulders, logs, and other debris) and drag forces exerted by the viscous fluid phase can destroy almost any structure (Figure 1 a). Hyperconcentrated-flow lahars damage structures primarily through vigorous lateral erosion of channels that results in bank collapse (Figure 1 b). Both flow types commonly occur during a single lahar event as the highly concentrated head of a lahar typically transitions to a more dilute tail. On flow margins or at the downstream ends of depositional zones where velocities are much slower, lahars can encase buildings, roads, towers, and farm land in mud-rock slurries that can dry out to near concrete-like hardness. Yet fresh lahar deposits, commonly many meters deep, can remain fluidized like quicksand for days to weeks, complicating search and rescue efforts. Although most lahars are triggered during or shortly after volcanic eruptions, they can also be initiated without warning by noneruptive events, such as the gravitational collapse of structurally weakened volcanic edifices, large earthquakes, lake outbreaks, or extreme rainfall.

Destructive effects of lahars. (a) Aerial view of Armero, Colombia, following destruction by a lahar on November 13, 1985, that killed approximately 21,000 people at this site alone (see Pierson et al. [ 1990 ]; USGS photo by R.J. Janda, 9 Dec 1985). Patterns of streets and building foundations are visible in the debris field at center of photo. (b) Aerial view of part of Angeles City, downstream of Mount Pinatubo, Philippines, along the Abacan River, showing consequences of vigorous bank erosion by repeated post-eruption hyperconcentrated-flow lahars that were triggered by heavy monsoon rains (see Major et al. [ 1996 ]; USGS photo by TCP, 15 Aug 1991).

Various approaches to reduce and manage societal risks associated with lahar hazards have been applied over the years (Neumann van Padang [ 1960 ]; Smart [ 1981 ]; Suryo and Clarke [ 1985 ]; Pierson [ 1989 ]). These approaches fall into four basic categories of mitigation, including hazard avoidance, hazard modification, hazard warning, and hazard response and recovery (Figure 2 ). The goal of this paper is to provide an overview of each of these risk-reduction strategies and to highlight case studies of how (and how effectively) they have been applied at volcanoes around the world. The timing and magnitude of future lahars is uncertain and risk reduction efforts can be financially and politically costly; therefore economic, political, and social factors can compromise the implementation and long-term effectiveness of any strategy (Voight [ 1990 ], [ 1996 ]; Newhall and Punongbayan [ 1996 ]; Peterson [ 1996 ]; Prater and Lindell [ 2000 ]). We begin by discussing the importance of hazard and risk education for affected populations, elected officials, and emergency managers. We end by reemphasizing the call for committed involvement by volcano scientists in developing and executing these strategies. Scientist involvement improves the credibility and the efficacy of risk-reduction efforts. When the risks are perceived as credible and risk-reduction strategies are understood, tragic losses from future lahars on the scale of 20 th -century lahar disasters can be avoided or at least minimized.

Schematic representation of the four basic strategies to reduce lahar-hazard risk within lahar hazard zones. Strategies include (1) hazard avoidance with land-use planning and zonation; (2) hazard modification with engineered protection structures (bypass channel and deflection berm); (3) hazard warning to allow for timely evacuation; and (4) hazard response and recovery, which minimize long-term impacts after a lahar has occurred.

Hazard and risk education

The foundation for all risk-reduction strategies is a public that is well informed about the nature of hazards to their community, informed about how to lessen societal risk related to these hazards, and motivated to take risk-reducing actions. This knowledge base and accompanying appreciation of volcano hazards are needed to increase the interest and ability of public officials to implement risk-reduction measures and create a supportive and responsive at-risk population that will react appropriately when an extreme event occurs. Volcano scientists play a critical role in effective hazard education by informing officials and the public about realistic hazard probabilities and scenarios (including potential magnitude, timing, and impacts); by helping evaluate the effectiveness of proposed risk-reduction strategies; by helping promote acceptance of (and confidence in) hazards information through participatory engagement with officials and vulnerable communities as partners in risk reduction efforts; and by communicating with emergency managers during extreme events (Peterson [ 1988 ], [ 1996 ]; Cronin et al. [ 2004b ]; McGuire et al. [ 2009 ]). But before successful use of hazard information can occur, the scientists’ first and main role is to make technical data, hypotheses, and uncertainties understandable to non-technical users of hazard information. Serious misunderstandings can arise, sometimes with tragic consequences, when scientists do not perform this role effectively (Voight [ 1990 ]; Hall [ 1992 ]).

An effective hazard education program begins when scientists inform people in vulnerable communities about past hazardous events and current threats—information necessary for preparedness for future events. Scientists need to be involved in hazard-education efforts, because they provide the needed hazard expertise, and the public tends to imbue them with a high level of trust (Ronan et al. [ 2000 ]; Haynes et al. [ 2008 ]; Mei et al. [ 2013 ]). But the straightforward presentation of information that may seem logical to many scientists may not be effective; hazards information must be transmitted in ways that are not only understandable but also emotionally palatable and culturally relevant to the target audience (Cronin et al. [ 2004b ]). People are more likely to implement risk-reduction strategies before an event or evacuate during an event if they comprehend that past events have impacted their communities, if they believe that future events could do so again and that viable mitigation options exist, and if they themselves have been involved in determining their community’s risk-reduction strategies (Mileti [ 1999 ]). Community adoption of mitigation strategies is also more likely if hazard education is integrated into existing development programs and if it includes discussion of tangible actions that can be taken to protect lives and livelihoods, instead of just discussing uncontrollable threats (Paton et al. [ 2001 ]). The types of educational products, activities, and tasks that benefit from the active participation of scientists are varied (Figure 3 ):

Informative, jargon-free, general-interest publications and multi-media information products about potential hazards in digital and print formats (e.g., IAVCEI [ 1995 ], [ 1996 ]; USGS [ 1996 ], [ 1998 ], [ 2010 ]; Gardner et al. [ 2000 ]; Gardner and Guffanti [ 2006 ]; Driedger and Scott [ 2008 ]; Dzurisin et al. [ 2013 ]).

Technical information products to summarize scientific information about potential or ongoing volcanic activity or potential hazards, such as hazard-assessment reports, alerts and information statements on the status of current volcanic activity, volcanic-activity notification services, response plans developed in partnership with other agencies and stakeholders, and specific guidance based on the latest research (Guffanti et al. [ 2007 ]). Such products can be made available through print, fax, email, web-site, and social media outlets (e.g., Scott et al. [ 1997 ]; Hoblitt et al. [ 1998 ]; Pierce County [ 2008 ]; Wood and Soulard [ 2009a ]).

Accessible and understandable spatial depictions of hazardous areas and evacuation routes to safe areas that are tailored to a target audience (Figure 3 a,b), such as traditional hazard maps, evacuation route maps, explanations of the volcanic origins of familiar landscape features, labeled aerial photographs with vertical and oblique perspectives, and simple perspective maps keyed on cultural features and boundaries (Haynes et al. [ 2007 ]; Némath and Cronin [ 2009 ]). Web sites developed by local agencies can be good outlets for this type of information (e.g., http://www.piercecountywa.org/activevolcano ).

Hazards information presentations and training for the media (Figure 3 c), emergency management officials (Figure 3 d), first responders, land managers, public safety officials, search-and-rescue (SAR) teams, community-based monitoring teams, and public information officers before and during volcano crises (Driedger et al. [ 2008 ]; Frenzen and Matarrese [ 2008 ]; Peterson [ 1988 ], [ 1996 ]; Driedger et al. [ 2008 ]; Driedger and Scott [ 2010 ]; de Bélizal et al. [ 2013 ]; Stone et al. [ 2014 ]).

Teacher trainings (Figure 3 e) and special school curricula for children in order to provide a foundation of knowledge at a young age, as well as to educate and motivate their families (e.g., Driedger et al. [ 2014 ]).

Presentations to and dialogues with community groups and councils, volunteer organizations, local government bodies, and schools about existing hazards (Figure 3 f), while seeking opportunities to engage vulnerable populations in devising potential options for risk reduction (Peterson [ 1988 ], [ 1996 ]; Driedger et al. [ 1998 ]; Cronin et al. [ 2004a ],[ b ]).

Relationship-building with communities and community leaders (official and unofficial) to establish trust and credibility, to encourage community-based risk-reduction solutions, and to maintain an ongoing dialogue with officials and at-risk community members (Peterson [ 1988 ], [ 1996 ]; Cronin et al. [ 2004b ]; Haynes et al. [ 2008 ]; McGuire et al. [ 2009 ]; Mileti [ 1999 ]; Stone et al. [ 2014 ]).

Collaboration with emergency managers in the design and message content of signs for hazard awareness, locations of hazard zones, and evacuation procedures and routes (Figure 3 g) (Schelling et al. [ 2014 ]; Driedger et al. [ 1998 ], [ 2002 ], [ 2010 ]; Myers and Driedger [ 2008a ], [ b ]) and for disaster commemorations (such as monuments or memorials) that remind the public that extreme events are possible (Figure 3 h).

Collaboration in the development of accurate and consistent warning messages to be sent out when a lahar triggers a warning system alert (Mileti and Sorenson [ 1990 ]).

Examples of some approaches for communicating hazards information to emergency managers, public officials, and at-risk populations. (a) Non-traditional hazard maps : An oblique perspective map showing potential lahar zones (brown) emanating from Mount Rainier volcano, with City of Tacoma, Washington (79 km downstream of Mount Rainier), in lower center of image along Puget Sound shoreline. Many people find it easier to visualize spatial information on such maps than on vertical plan-view maps. Satellite ground-surface image from Google Earth ® modified by NJW, with Case 1 lahar hazard zones from Hoblitt et al. ([ 1998 ]) overlaid. (b) Signs and posters : A trail sign for hikers, using words and pictures, to convey lahar hazard information and instructions on what to do if they hear an approaching lahar (Mount Rainier National Park, USA). (c) Working with media : A USGS-hosted press conference to inform the media about the reawakening of Mount St. Helens (USA) in 2004 (USGS photo by D. Wieprecht). (d) Training : A training class on volcano hazards for emergency managers and given by scientists to provide an opportunity for relationship-building, as well as education (USGS photo by CLD). (e) Working with teachers : A scientist-led teacher workshop where simple physical models of lahars were used to help teachers grasp (and later teach) fundamental concepts about lahars (USGS photo by CLD). (f) Involving vulnerable populations in hazard-mitigation decisions : A 3-dimensional participatory mapping exercise for residents of a threatened village at Merapi volcano, Indonesia (photo by F. Lavigne, used with permission). (g) Practice drills : A lahar evacuation drill in 2002 at a school in Orting, Washington, which is downstream of Mount Rainier (USGS photo by CLD). (h) Monuments and memorials : A simple disaster memorial commemorating 22 people killed by lahars in the town of Coñaripe on the lower flank of Villarrica volcano, Chile, in 1964 (USGS photo by TCP).

Hazard education materials should be tailored to address the demographics and socioeconomic context of at-risk populations (e.g., Wood and Soulard [ 2009b ]). This may include providing information in multiple languages on signs, pamphlets, and warning messages where appropriate, or conveying information in pictures or cartoons to reach children and nonliterate adults (Ronan and Johnston [ 2005 ]; Tobin and Whiteford [ 2002 ]; Dominey-Howes and Minos-Minopoulos [ 2004 ]; Gavilanes-Ruiz et al. [ 2009 ]). Educational outreach should also include efforts to reach tourists and tourism-related businesses, because these groups may lack hazard awareness and knowledge of evacuation procedures (Bird et al. [ 2010 ]).

A hazards and risk education program can increase its effectiveness by focusing outreach on those individuals and groups who can further spread information throughout a community. Such outreach can target institutions such as social organizations, service clubs, schools, and businesses, as well as trusted social networks (Paton et al. [ 2008 ], Haynes et al. [ 2008 ]). The key to sustaining hazard education is to identify and train community members with a vested interest in preparedness, such as emergency managers, educators, health advocates, park rangers, community and business leaders, and interested residents and other stakeholders. Training community members to integrate hazard information into existing social networks is especially crucial for hard-to-reach, potentially marginalized community groups, such as recent immigrants, daily workers coming from outside of hazard zones, or neighborhoods with people who don’t speak the primary language (Cronin et al. [ 2004a ]).

Direct involvement in training community members and elected officials extends a scientist’s capacity to educate a community. It also provides opportunities for scientists to gain insight on how people conceptualize and perceive the hazards and the associated risks (for example, the role traditional knowledge and local experience), strengths and weaknesses of communication lines within a community, and any context-appropriate measures that might be used to increase local capacity for risk reduction (Cronin et al. [ 2004b ]). Several studies have shown that people’s behavior towards volcano risks is influenced not only by hazards information but also by the time since the last hazardous event and the interaction of their perceptions with religious beliefs, cultural biases, and socioeconomic constraints (Lane et al. [ 2003 ]; Gregg et al. [ 2004 ]; Chester [ 2005 ]; Lavigne et al. [ 2008 ]). Understanding these influences and the socio-cultural context of risk is important if scientists are to successfully change behaviors and not simply raise hazard awareness. Participatory methods such as three-dimensional mapping (Gaillard and Maceda [ 2009 ]) (Figure 3 f), scenario planning (Hicks et al. [ 2014 ]), participatory rural appraisals (Cronin et al. [ 2004a ][ 2004b ]), and focus group discussions (Chenet et al. [ 2014 ]) can be used to understand the societal context of volcanic risk, to integrate local and technical knowledge, and to promote greater accessibility to information. These “bottom-up” efforts, as opposed to government-driven efforts that are perceived as “top-down”, promote local ownership of the information (Cronin et al. [ 2004b ]), empower at-risk individuals to implement change in their communities (Cronin et al. [ 2004a ]), and can result in risk-reduction efforts becoming an accepted part of community thinking and daily life.

Finally, scientists should understand that effective hazard and risk education is a long-term investment of time and resources and will not be a one-time effort. One issue is that people may show great enthusiasm in hazards and risk information at public forums, but their interest and participation in risk-reduction activities may diminish over time as other day-to-day issues become higher priorities. Another issue is unavoidable turnover among users of hazards information. Elected officials may retire or be voted out of office. Emergency managers, first responders, and teachers may transfer to other positions or retire. People move in and out of vulnerable communities. So, just as scientists continually monitor changing physical conditions at volcanoes, they should also appreciate the dynamic nature of the perceptions and knowledge of hazards within communities, agencies, and bureaucracies—and plan for sustained education and outreach efforts.

Strategies for lahar-hazard risk reduction

Each of the four basic risk-reduction strategies of hazard avoidance, hazard modification, hazard warning, and hazard response and recovery (Figure 2 ) has basic underlying requirements for successful application. These requirements include an accurate assessment of the hazard; a realistic understanding by elected officials, emergency managers, and at-risk populations of the hazards, risks, and limitations of any implemented strategy; thorough planning; adequate funding; practice exercises and drills, where appropriate; and effective communication among stakeholders during actual lahar occurrence (Mileti [ 1999 ]; Leonard et al. [ 2008 ]). Scientists have important roles to play in all of these underlying requirements.

Hazard avoidance

A range of approaches can either regulate or encourage hazard avoidance—the strategy seeking to expose as few lives and societal assets as possible to potential loss. Land-use zoning regulations or development of parks and preserves that ban or limit occupation of hazard zones are ways to keep people, developed property, and infrastructure out of harm’s way. Another way is for local government policies to allow occupation of hazard zones but to also impose disincentives for those who choose to live there. A third way is to educate the public about the hazard, the risks, and the probabilities of hazardous event occurrence, and then to trust that people will choose to minimize the hazard exposure of their homes and businesses.

A complete ban on development in a hazard zone is probably the most effective way to avoid the hazard. This may be easiest immediately following a disaster and if the ban aligns with cultural values, such as when the entire town site of Armero, Colombia, was made into a cemetary after about 21,000 people were killed there by a lahar in 1985 (Pierson et al. [ 1990 ]; Voight [ 1990 ]). However, it is commonly challenging to implement development bans based on hazard zonation prior to a disaster due to people’s strong attachment to a place, cultural beliefs, political push-back from business and real-estate interests, the lack of alternative locations for new development, attitudes of individuals who don’t want to be told where they can or cannot live, or needed access to livelihoods that exist in volcano hazard zones (Prater and Lindell [ 2000 ]; Lavigne et al. [ 2008 ]). Indeed, lahar hazard zones can be attractive for transportation and other infrastructure and for residential development, because these areas typically encompass deposits of previous lahars that offer flat topography, commonly above flood hazard zones, and they may offer scenic views of a nearby volcano (Figure 4 ). Lahar and related deposits also may be attractive for resource extraction. In the Gendol valley at Mount Merapi (Indonesia) for example, thousands of people work daily as miners in high-hazard zones, excavating sand and gravel to sell. Most, if not all, are aware of the risk but are willing to accept it because of the financial reward (de Bélizal et al. [ 2013 ]). In other cases such hazard zones may already be occupied by well-established communities—a reality that makes development bans problematic. A strong cultural attachment to the land and the lack of available safe land elsewhere may lead communities to accept lahar risks and even continue to rebuild homes after multiple lahar burials (Crittenden [ 2001 ]; Crittenden and Rodolfo [ 2002 ]).

Mount Rainier volcano and dense residential housing in downstream community of Orting, Washington. The town is built on the flat upper surface of a lahar deposit from Mount Rainier that was emplaced about 500 years ago. Orting is one of several communities that are in lahar hazard zones downstream of Mount Rainier. A warning system in this valley would give residents about 40 minutes to evacuate to high ground (USGS [ 2013 ]). USGS photograph by E. Ruttledge, 18 Jan 2014.

A more realistic land-use planning approach may be to restrict the kind or amount of development allowed to occur in lahar hazard zones. For example, vulnerable valley floors could be limited to agricultural use only, with homes built on higher ground. Downstream of Mount Rainier in Pierce County (Washington, USA), comprehensive land use plans include urban growth boundaries that prohibit tourist facilities larger than a certain size and limit other high-density land uses in lahar hazard zones (Pierce County [ 2014 ]). Downstream of Soufriére Hills volcano in Montserrat (British West Indies), only daylight entry into certain hazard zones for farming was allowed in the 1990s, due to pyroclastic-flow and lahar hazards associated with the actively erupting volcano (Loughlin et al. [ 2002 ]). The goal of such restrictions is to minimize population exposure and to only allow land uses in which people could be evacuated quickly, yet such measures are not always foolproof (Loughlin et al. [ 2002 ]). Ordinances can also limit the placement of critical facilities (hospitals, police stations, schools, and fire stations) in hazard zones, so that basic community services would be available for rescue, relief, sheltering, and recovery efforts in the event of a lahar (Pierce County [ 2014 ]).

Where no restrictions are imposed on development of lahar hazard zones, it may be possible to discourage development through the use of various disincentives. These could include higher property tax rates, higher insurance rates, and limitation of public services or infrastructure in designated hazard zones. For example in the United States, the National Flood Insurance Program requires that people living in designated flood zones purchase flood insurance (Michel-Kerjan [ 2010 ]). As premiums for such types of insurance increase, purchase of a home in a hazard zone should become less attractive.

Hazard education alone could, theoretically, also achieve some hazard avoidance, but evidence suggests that many residents already living in hazard-prone areas rarely undertake voluntary loss-prevention measures to protect their property, despite increased hazard awareness (Michel-Kerjan [ 2010 ]). Discouraging new residents from moving into hazard zones may be more realistic. Focused public education campaigns are one way to raise hazard awareness. Another is to require that hazard information be disclosed to people buying property or building structures in a hazard zone. Such disclosures are required on building-permit applications in Orting, Washington in the lahar hazard zone downstream of Mount Rainier. Some individuals may use increased hazard awareness to assess whether the risk is acceptable, others may not, and still other may object to increased hazard awareness. In fact, just the dissemination of hazards information to people living in hazard zones can engender fierce political opposition, particularly from some business and real-estate interests (Prater and Lindell [ 2000 ]).

Volcano scientists play important supporting roles throughout any land-use planning process aimed at reducing risk from lahar hazards. First, land-use decisions require hazard-zonation maps that are scientifically defensible, accurate, and understandable, given the potential for political, social, or legal push-back from various constituents. Second, good planning needs input from predictive models that estimate lahar runout distances, inundation areas, and travel times to populated areas. In addition, scientists are needed to help explain the uncertainties inherent in the maps and models, to estimate the likelihood of occurrence, and to evaluate the effectiveness of proposed risk-reduction strategies as land-use planners balance public safety against economic pressures to develop.

Hazard modification

Some communities predate recognition that they are situated in a lahar hazard zone. Others may expand or be developed in hazard zones because of social and economic pressures, inadequate understanding of the risks, or acceptance and tolerance of the risks. When societal assets are already in lahar hazard zones, construction of engineered protection structures can reduce risk by (a) preventing some lahars from occurring, (b) weakening the force or reach of lahars, (c) blocking or trapping lahars before they can reach critical areas, or (d) diverting lahars away from critical areas—all methods of hazard modification (Smart [ 1981 ]; Baldwin et al. [ 1987 ]; Hungr et al. [ 1987 ]; Chanson [ 2004 ]; Huebl and Fiebiger [ 2005 ]). Engineered protection works, sometimes referred to as sabo works ( sabō = “sand protection” in Japanese), and slope stabilization engineering methods have been widely used for centuries in volcanic areas in Japan and Indonesia, as well as in the Alps in Europe for protection from nonvolcanic debris flows.

Engineered structures designed for lahar protection downstream of volcanoes have many of the same advantages and disadvantages of river levees in flood-prone areas, sea walls in coastal areas, or engineered retrofits to buildings and bridges in seismic areas. The main advantages of this approach are that communities can survive small- to moderate-size events with little economic impact, and communities, if they choose to, can gradually relocate assets out of hazard zones. However, protection structures are expensive to build and maintain, which may overly burden communities financially or lead to increased vulnerability if funding priorities shift and maintenance is neglected. Another important disadvantage is that protection structures tend to lull populations into a false sense of security. People commonly assume that all risk has been eliminated, and this perception may result in fewer individuals taking precautionary steps to prepare for future events. This view may also result in increased development of areas now perceived to be safe because of the protective structure. The reality is that risk is eliminated or reduced only for events smaller than the `design event’ that served as the basis for construction. Events larger than the design event can occur and when they do, losses can be even larger because of the increased development that occurred after construction of the protection structure—also referred to as the `levee effect’ in floodplain management (Tobin [ 1995 ]; Pielke [ 1999 ]). This was the case near Mayon Volcano (Philippines) where lahar dikes built in the 1980s led to increased development behind the structures. When they failed because of overtopping by lahars during Typhoon Reming in 2006, approximately 1,266 people were killed (Paguican et al. [ 2009 ]). The effectiveness and integrity of engineered structures can also be compromised by the selection of cheap but inappropriate construction materials (Paguican et al. [ 2009 ]) and by ill-informed human activities, such as illegal sand mining at the foot of structures or dikes occasionally being opened to allow for easier road access into communities. Therefore, although protection structures may reduce the number of damaging events, losses may be greater for the less frequent events that overwhelm the structures. In addition, engineered channels and some other structures can have negative ecological effects on watersheds.

The potential for large losses is exacerbated if public officials choose to build the structure that is affordable, rather than the structure a community may need. Economics and politics may play a bigger role than science in deciding the type, size, and location of protection structures, because of the high financial costs and land-use decisions associated with building the structures and with relocating populations that occupy construction areas (Tayag and Punongbayan [ 1994 ]; Rodolfo [ 1995 ]) (Case study 1). Because decision makers will have to balance risk against cost, scientists have a significant role in helping public officials by (a) estimating the maximum probable lahar (the design event); (b) predicting probable flow routes, inundation areas, and possible composition and flow-velocity ranges; (c) estimating probabilities of occurrence; and (d) evaluating the effectiveness of proposed mitigation plans and structures.

Case study 1. When economics and politics trump science

Following the June 15, 1991, eruption of Mount Pinatubo (Philippines), lahars and volcanic fluvial sedimentation threatened many downstream communities. Geologists from a number of institutions met with officials at local, provincial, and national levels to explain the threats and to evaluate and discuss proposed countermeasures. Due to political pressures (Rodolfo [ 1995 ] ), officials ultimately adopted a lahar mitigation strategy that was based on the construction of parallel containment dikes close to the existing river channels, using easily erodible fresh sand and gravel deposits of earlier lahars as the construction material. Appropriation of the private land needed for lahar containment areas of adequate size was viewed by officials as too politically costly. Officials hoped the dikes would divert lahars and floods past vulnerable communities. However, nearly all the geologists involved in the discussions expressed the opinion that this was a poor strategy because (a) channel gradients were too low for effective sediment conveyance and deposition would occur in the wrong places, (b) dike placement did not provide adequate storage capacity and dikes would be overtopped or breached, (c) most of the dikes were not revetted and would be easily eroded by future lahars, and (d) people would be lured back to live in still-dangerous hazard zones. The advice of the scientists was not heeded, and over the next several years many of these predictions came true, including breached dikes due to lahar erosion and overtopped dikes due to sediment infill. Lahars breaking through the levees caused fatalities and destroyed many homes. A government official later explained (to TCP) that political considerations prompted the decisions to minimize the area of condemned land and build lahar catch basins that were too small. He felt that the plan recommended by the geologists would have angered too many people and that it was better for officials to be seen doing something rather than nothing, even if the chance of success was low. Indeed, political and economic forces can override scientific recommendations (Tayag and Punongbayan [ 1994 ] ; Rodolfo [ 1995 ] ; Janda et al. [ 1996 ] ; Newhall and Punongbayan [ 1996 ] ; Crittenden [ 2001 ] ).

Slope stabilization and erosion control

Volcanic ash mantling hillslopes is extremely vulnerable to rapid surface erosion and shallow landsliding, and it is easily mobilized as lahars by heavy rain (e.g., Collins and Dunne [ 1986 ]; Pierson et al. [ 2013 ]). Even after long periods of consolidation and revegetation, ash-covered slopes can fail on massive scales and result in catastrophic lahars (Scott et al. [ 2001 ]; Guadagno and Revellino [ 2005 ]). Various methods of slope stabilization, slope protection, and erosion control can limit shallow landsliding or surface erosion in disturbed landscapes that could produce extreme sediment inputs to rivers (Figure 5 ), although most of these approaches are intensive, costly, and generally limited to hillside-scale problem areas (see overviews in Theissen [ 1992 ]; Morgan and Rickson [ 1995 ]; Gray and Sotir [ 1996 ]; Holtz and Schuster [ 1996 ]; Schiechtl and Stern [ 1996 ]; Beyers [ 2004 ]; Valentin et al. [ 2005 ]). These are only briefly summarized here. Options for drainage-basin-scale slope stabilization and erosion control are more limited, have been tested mostly in basins disturbed by wildfire rather than by volcanic eruptions, and are not always effective (Beyers [ 2004 ]; deWolfe et al. [ 2008 ]).

Example of slope stabilization. Timber retaining walls used to stabilize a steep slope in a volcanic area in Japan (USGS photo by TCP).

Regardless of scale of application, slope stabilization and erosion control techniques attempt to either (a) prevent shallow landsliding by mechanically increasing the internal or external forces resisting downslope movement, decreasing the forces tending to drive downslope movement, or both; or (b) prevent rapid surface erosion and sediment mobilization on slope surfaces and in rills, gullies, and stream channels (Gray and Sotir [ 1996 ]; Holtz and Schuster [ 1996 ]). Inert materials used to stabilize slopes and control erosion include steel, reinforced concrete (pre-cast elements or poured-in-place), masonry, rock, synthetic polymers, and wood, although many of these degrade and weaken with time. Biotechnical stabilization (Morgan and Rickson [ 1995 ]; Gray and Sotir [ 1996 ]) uses live vegetation to enhance and extend the effectiveness of many engineered structures.

Forces resisting slope failure or erosion can be maintained or augmented by a variety of approaches (Morgan and Rickson [ 1995 ]; Gray and Sotir [ 1996 ]; Holtz and Schuster [ 1996 ]). Counterweight fills, toe berms, retaining walls, and reinforced earth structures can buttress toes of slopes. To maintain buttressing at a toe slope, revetments using riprap, gabion mattresses, concrete facings, and articulated block systems can prevent toe-slope erosion. Anchors, geogrids (typically wire-mesh mats buried at vertical intervals in a slope face), cellular confinement systems consisting of backfilled three-dimensional structural frameworks; micro-piles, deeply rooted woody vegetation, chemical soil binders, and drains to decrease internal pore pressures can increase the shear strength of natural or artificial slopes. To reduce the driving forces, proven methods include regrading to lower slope angles, and weight reduction of structures or materials placed on slopes. Surface erosion of slopes can be controlled by protecting bare soil surfaces and by slowing or diverting surface runoff through the application of reinforced turf mats, geotextile and mulch blankets, hydro-seeded grass cover, and surface drains. Channelized surface erosion can be retarded with gully fills or plugs of cut brush or rock debris, or small check dams.

Intensive slope-stabilization and erosion-control techniques such as many of those listed above may be too costly for large areas of volcanically disturbed drainage basins, but they may be cost-effective in specific problem areas. Over large areas, economically feasible approaches may include tree planting, grass seeding, and grazing management to limit further destruction of slope-stabilizing vegetation. However, much post-disturbance erosion is likely to occur before grass seed can germinate or tree seedlings can grow to effective size, and a number of studies have shown that large-scale aerial grass seeding is no more effective for erosion control than the regrowth of natural vegetation (deWolfe et al. [ 2008 ]).

Lake stabilization or drainage

Stabilizing or draining lakes that could breach catastrophically without warning is another way to prevent lahars from reaching vulnerable downstream areas. Crater lakes, debris-dammed lakes (dammed by pyroclastic-flow, debris-avalanche, or lahar deposits), and glacial moraine-dammed lakes all can become unstable if their impounding natural dams are overtopped or structurally fail. Historic rapid lake outbreaks in several countries have triggered catastrophic lahars that resulted in loss of life (O'Shea [ 1954 ]; Neumann van Padang [ 1960 ]; Umbal and Rodolfo [ 1996 ]; Manville [ 2004 ]). Very large prehistoric outbreaks of a volcanically dammed lake have been documented having peak flows comparable to the world’s largest floods (Scott [ 1988 ]; Manville et al. [ 1999 ]). Stabilization methods include armoring of existing spillways on natural dams, construction of engineered spillways, and rerouting lake outflow by pumping or drainage through tunnels (Sager and Chambers [ 1986 ]; Willingham [ 2005 ]) (Figure 6 ; Case study 2). Preemptive drainage of dangerous lakes can be fraught with difficulties and may not be successful (Lagmay et al. [ 2007 ]).

Lake-level stabilization to prevent failure of a natural debris dam and a subsequent lahar. At Mount St. Helens (USA) a tunnel was bored through a mountain ridge to divert water from Spirit Lake into an adjacent drainage basin. In this case debris-avalanche and pyroclastic-flow deposits formed the potentially unstable natural dam. This geologic cross section shows the 2.5-km-long outlet tunnel, which stabilizes the lake by keeping the water surface at a safe level below the dam crest (from Sager and Budai [ 1989 ]).

Case study 2. Examples of lake stabilization

Since AD 1000, 27 eruptions of Mount Kelud (Java, Indonesia) have catastrophically expelled lake water from the volcano’s crater lake and created several deadly lahars, including a lahar in 1919 that killed more than 5000 people (Neumann van Padang [ 1960 ] ). In an attempt to drain this lake, engineers in 1920 dug a drain tunnel over 955 m in length from the outer flank of the cone into the crater but eventually abandoned the project because of ongoing volcanic activity and other technical difficulties. Thereafter, siphons were constructed to control the lake level, and these were responsible for partial drainage of the crater lake and for a reduced number of lahars during the 1951 eruption (Neumann van Padang [ 1960 ] ).

More recently, debris-avalanche and pyroclastic-flow deposits from the 1980 eruption of Mount St. Helens (Washington, USA) blocked tributary drainages of the North Fork Toutle River and enlarged several preexisting lakes. The largest and potentially most dangerous of these was Spirit Lake, which, when mitigation efforts began, was impounding 339 million m 3 of water—enough to form a lahar that could have destroyed major parts of several cities located approximately 90 km downstream. To prevent the Spirit Lake blockage from ever being breached by overflow, the level of the lake surface was stabilized by the U.S. Army Corps of Engineers (USACE) at a safe level, first by pumping water over the potentially unstable natural dam in pipes using diesel pumps mounted on barges, and thereafter by draining lake water through a 3.3-m-diameter outlet tunnel that was bored 2.5 km through an adjacent bedrock ridge to form a permanent gravity drain that was completed in 1985 (Figure 6 ). The USACE stabilized the outlets from two other debris-dammed lakes at Mount St. Helens (Coldwater and Castle Lakes) by constructing engineered outlet channels. The Spirit Lake drainage tunnel continues to function well, although periodic inspection and maintenance of the tunnel are necessary. None of the stabilized lakes at Mount St. Helens have had outbreaks (Sager and Budai [ 1989 ] ; Willingham [ 2005 ] ).

Lahar diversion

Lahars can be prevented from spreading out and depositing in critical areas by keeping them channelized in modified natural channels or by engineering new channels. Such artificial channels (Figure 7 a) must be sufficiently smooth, steep, and narrow (to maintain sufficient flow depth) in order to prevent in-channel deposition. The goal of such channelization is to keep lahars flowing so that they bypass critical areas. The effectiveness of this approach depends on lahar size and composition, channel dimensions, and construction techniques. Highly concentrated lahars (debris flows) can transport large boulders at high velocity and are extremely erosive, so channel bottoms and sides must be lined with concrete or stone masonry surfaces. Even so, hardened diversion channels may require frequent maintenance. Without hardening, lahars in diversion channels can easily erode channel boundaries and establish new flow paths. Channelization of lahar-prone streams draining volcanoes is relatively common in Japan and Indonesia (Smart [ 1981 ]; Japan Sabo Assoc. [ 1988 ]; Chanson [ 2004 ]).

Types of lahar diversion structures. (A) Engineered channel reach in small river draining Sakurajima volcano in southern Japan, where channel is revetted with reinforced concrete and engineered to be as steep, narrow, and smooth as possible, in order to divert lahars away from a developed area. (B) Training dike revetted with steel sheet piles on the lower flank of Usu volcano, Japan and designed to deflect lahars away from buildings and other infrastructure. USGS photos by TCP.

Deflection and diversion structures also can be employed to reroute or redirect lahars away from critical infrastructure or communities. Structures include (a) tunnels or ramps to direct flows under or over roads, railroads, and pipelines; (b) training dikes (also termed levees or bunds) oriented sub-parallel to flow paths to guide lahars past critical areas; and (c) deflection berms oriented at sharper angles to flow paths to force a major course alteration in a lahar (Baldwin et al. [ 1987 ]; Hungr et al. [ 1987 ]; Huebl and Fiebiger [ 2005 ]; Willingham [ 2005 ]). However, lahar diversion may cause additional problems (and political resistance) if the diversion requires the sacrifice of only marginally less valuable land. Diversion ramps and tunnels are more practical for relatively small flows, whereas training dikes and deflection berms can be scaled to address a range of lahar magnitudes.

Dikes and berms are constructed typically of locally derived earthen material, but to be effective, these structures must be revetted (armored) on surfaces exposed to highly erosive lahars (Figure 7 b). Revetment can be accomplished with thick layers of poured-in-place reinforced concrete, heavy concrete blocks or forms, heavy stone masonry faces or walls, stacked gabions, or steel sheet piles; layers of unreinforced concrete only centimeters thick cannot withstand erosion by large lahars (e.g., Paguican et al. [ 2009 ]). However, if a well-revetted dike is overtopped, rapid erosion of the unarmored back side of the dike can quickly cause dike failure and breaching nontheless (Paguican et al. [ 2009 ]) (Case study 3). In Japan, where probably more of these structures are constructed than anywhere else in the world, a major design criterion is that their orientation should ideally be less than 45° to the expected attack angle of a lahar to minimize overtopping and erosional damage (Ohsumi Works Office [ 1995 ]). Sometimes emergency levees are constructed without revetments, but this usually results in unsatisfactory performance, sometimes with disastrous results (Case study 1).

Case study 3. Lahar and sediment containment and exclusion structures

In the months following the May 18, 1980 eruption of Mount St. Helens (Washington, USA), the U.S. Army Corps of Engineers (USACE) built a rock-cored earthen sediment-retention structure (N-1 sediment dam) as a short-term emergency measure to try to hold back lahars and some of the volcanic sediment expected to wash downstream (Willingham [ 2005 ] ). The structure had two spillways made of rock-filled gabions covered with concrete mortar; it was 1,860 m long and 13 m high, and was located approximately 28 km downstream of the volcano. Neither the upstream nor downstream face of the dam was revetted. Within a month of completion, one of the spillways was damaged by high flow. That spillway was repaired and resurfaced with roller-compacted concrete. In slightly more than a year, the N-1 debris basin filled with about 17 million m 3 of sediment, and the bed of the river aggraded nearly 10 meters. During the summer of 1981, the USACE excavated 7.4 million m 3 from the debris basin, but the river replaced that amount and added more during the following winter. The dam was overtopped and breached in quick succession by two events in early 1982—a major winter flood in February and an eruption-triggered, 10-million-m 3 lahar in March. Overtopping caused deep erosion of the downstream face of the dam at several points, which led to breaching. Even the reinforced, roller-compacted concrete spillways were scoured tens of centimeters, exposing ends of steel reinforcing bars that were abraded to dagger-like sharpness. The extensive damage to the dam and the limited capacity of the catch basin resulted in abandonment of the project (Pierson and Scott [ 1985 ] ; Willingham [ 2005 ] ).

Several years later, the USACE started construction of another larger sediment-containment dam (the Sediment Retention Structure or SRS), which was completed in 1989 and further modified in 2012 (Figure 8 a). It was built 9 km downstream of the original N-1 structure. In addition to trapping fluvial sediment, it was also designed to intercept and contain a possible future lahar (estimated peak discharge up to 6000 m 3 /s) from a potential breakout from Castle Lake. The SRS is a concrete-faced (upstream face), rock-cored, earthen dam about 550 m long, 56 m high, 21 m wide at the crest, and has a 122-m-wide armored spillway; its upstream catch basin is 13 km 2 in area and was designed to hold back about 200 million m 3 of sediment (USACE—Portland District, unpublished data). By 2005, infilled sediment reached the level of the spillway, and river bed-load sediment began to pass through the spillway, even though the catch basin was filled only to 40% of estimated capacity. After 2005, only a fraction of the river’s sediment load was being intercepted, so raising of the spillway by an additional 2.1 m was completed in 2012 and experiments are continuing to induce greater sediment deposition in the upstream basin. The SRS has performed an important function in preventing large amounts of sediment from reaching and filling a reach of the Cowlitz River farther downstream and thus preventing serious seasonal flooding in communities along that river. No attempt has yet been made to excavate and remove sediment from behind the SRS.

Examples of large-scale lahar containment and exclusion structures. (a) The Sediment Retention Structure (SRS) downstream of Mount St. Helens, USA, built specifically to contain potential lahars and eroded sediment (USGS photo by Adam Mosbrucker, 11 Nov 2012); the volcano is visible on the horizon on the left side of the image. (b) Mud Mountain Dam with a large concrete overflow spillway on the White River downstream of Mount Rainier (USA), (Stein [ 2001 ]). It was built as a flood-control structure but it also may function as a trap for at least part of future lahars because little water is normally impounded behind the dam (photo courtesy of U.S. Army Corps of Engineers). (c) Exclusion levees surrounding the Drift River oil terminal on an alluvial plain approximately 40 km downstream of Redoubt Volcano, Alaska (USGS photo by Chris Waythomas, 4 Apr 2009).

An example of a lahar exclusion structure is the levee system enclosing the Drift River Oil Terminal (DROT) in Alaska (USA), which is a cluster of seven oil storage tanks that receive crude oil from Cook Inlet oil wells via a pipeline, plus some buildings and an air strip (Dorava and Meyer [ 1994 ] ; Waythomas et al. [ 2013 ] ). The DROT is located on the broad, low-gradient flood plain at the mouth of the Drift River, about 40 km downstream of Redoubt Volcano (Figure 8 c). Oil is pumped from these tanks to tankers anchored about 1.5 km offshore at a pumping-station platform. A U-shaped levee enclosure (built around the DROT but open at the downstream end) was raised to a height of 8 m following the 1989–1990 eruption, in order to increase protection of the facility from lahars and flooding. During both the 1989–1990 and 2009 eruptions of Redoubt, lahars were generated that flowed (at low velocity) up against the levees. Minor overtopping of the levees and backflow up from the open end caused some damage and periodic closure of the facility. The river bed aggraded to within 0.5 m of the levee crest in 2009, and the levees were thereafter reinforced and raised higher. The levee enclosure basically did its job, though it would have been more effective if the enclosure had been complete (on four sides).

Lahar containment or exclusion

Various structures can prevent lahars from reaching farther downstream, or seal off and protect critical areas while surrounding terrain is inundated. Sediment retention dams (Figure 8 a) or containment dikes are used hold back as much sediment as possible but not necessarily water. To contain lahars, they must be constructed to withstand erosion and possible undercutting along their lateral margins and be tall enough to avoid overtopping. Under-design of these structures or inadequate removal of trapped sediment behind them can result in eventual overtopping and failure of the structure (e.g., Paguican et al. [ 2009 ]; Case study 3). The area upstream of a barrier where sediment is intended to accumulate is usually termed the catch basin or debris basin. Small excavated catch basins are also termed sand pockets. Such accumulation zones are typically designed to accommodate sediment from multiple flow events, and large tracts of land may be needed for this purpose. However, acquisition of land for this purpose can be problematic (Case study 1). If the design capacity is not large enough to accommodate all of the sediment expected to wash into a catch basin, provisions must be made to regularly excavate and remove accumulated sediment.

In addition to specially built lahar-related structures, pre-existing dams can sometimes be useful in containing all or most of the debris in a lahar (Figure 8 b). Dams built for flood control or for impoundment of water for hydroelectric power generation or water supply can contain lahars and prevent them from reaching downstream areas, as long as (a) sufficient excess storage capacity exists behind the dam to accommodate the lahar volume, and (b) there is no danger of lahar-induced spillover at the dam in a way that could compromise dam integrity and lead to dam failure. Reservoir drawdown during volcanic activity might be necessary to ensure sufficient storage capacity to trap a lahar. This was done at Swift Reservoir on the south side of Mount St. Helens prior to the 1980 eruption, allowing it to successfully contain two lahars totaling about 14 million m 3 (Pierson [ 1985 ]).

Exclusion dikes can enclose and protect valuable infrastructure, as was done in 1989–1990 and 2009 to protect oil storage tanks at the mouth of the Drift River, Alaska, from lahars and volcanic floods originating from Redoubt Volcano (Dorava and Meyer [ 1994 ]; Waythomas et al. [ 2013 ]) (Case study 3; Figure 8 c). Diked enclosures may be a more appropriate strategy than channelization, diversion, or deflection in areas with low relief where low channel gradients encourage lahar deposition and where areas to be protected are small relative to the amount of channelization or diking that otherwise would be required.

Check dams to control lahar discharge and erosion

Some structures are built to slow down or weaken lahars as they flow down a channel. Check dams are low, ruggedly built dams that act as flow impediments in relatively steep stream channels (Figures 9 and 10 ). They have four functional roles: (a) to prevent or inhibit downcutting of the channel, which in turn inhibits erosion and entrainment of additional sediment; (b) to trap and retain some of a lahar’s sediment, thereby decreasing its volume; (c) to add drop structures to the channel profile in order to dissipate energy and slow downstream progress of the lahar; and (d) to induce deposition in lower-gradient reaches between dams (Smart [ 1981 ]; Baldwin et al. [ 1987 ]; Hungr et al. [ 1987 ]; Johnson and McCuen [ 1989 ]; Armanini and Larcher [ 2001 ]; Chanson [ 2004 ]; Huebl and Fiebiger [ 2005 ]; deWolfe et al. [ 2008 ]).

Examples of permeable lahar flow-control structures. (a) Steel-pipe slit dam at Mount Unzen, Japan. (b) Drain-board screen at Mount Yakedake, Japan, after having stopped the bouldery head of a small debris-flow lahar. USGS photos by TCP.

Examples of impermeable lahar flow- and erosion-control structures. (a) Series of sheet-pile check dams with masonry aprons at Mount Usu, Japan. (b) Dam of rock-filled steel cribs at Mount Ontake, Japan. USGS photos by TCP.

Check dams are commonly built in arrays of tens to hundreds of closely spaced dams that give a channel a stair-step longitudinal profile. Very low check dams are also called stepped weirs and are commonly constructed between larger check dams to act as hydraulic roughness elements for large flows (Chanson [ 2004 ]). A variety of styles and sizes of check dams have been developed, but fall into two basic categories: permeable or impermeable.

Permeable slit dams, debris racks, and open-grid dams (Figure 9 a) are constructed of heavy tubular steel or structural steel beams, commonly with masonry bases and wing walls. Such structures are designed to act as coarse sieves, catching and retaining boulder-size sediment in a lahar but allowing finer material and water to pass through with depleted energy and mass. In addition to reducing the velocity of flows as they pass through, these dams also attenuate peak discharge. The effect is most pronounced on granular (clay-poor) debris-flow lahars that typically have steep, boulder-laden flow fronts. A variation on these vertically oriented structures is the drain-board screen (Azakami [ 1989 ]) (Figure 9 b), which is a horizontally oriented steel grate or grill that performs the same sieving function for boulders as permeable dams when a lahar passes over the top of the grate, retaining coarse clasts while water and finer sediment drop down through the grate. Because of their orientation, these structures do not have to withstand the same high lateral forces as the upright permeable dams.

Impermeable check dams are composed of solid concrete, concrete with a packed earthen core, or steel cribs or gabion baskets filled with rocks and gravel (Figure 10 ). They may have small slits or pipes to allow exfiltration of water through the dam, in order to minimize impoundment of water. Gabions are used widely in the developing world because of their low construction costs—gravel fill often can be excavated locally from the channel bed, their permeability, and their flexibility, which can allow a dam to sag without complete failure if undermined by erosion. The crests of impermeable check dams commonly slope toward the center of the dam, where a notch or spillway is constructed, in order to direct streamflow or lahars over the dam onto a thick concrete apron extending downstream to protect the toe of the dam from erosion. Concrete sills or roughness elements commonly are placed at the downstream ends of aprons to further slow the flow that passes over the main dam. If upstream catch basins fill to capacity with sediment, check-dam functions are then limited to a , c , and d noted above, but full functionality can be restored if catch basins are regularly excavated.

• Hazard warning

Where communities already occupy lahar hazard zones or where transient populations move in and out, a lahar warning system can be an option that would allow an at-risk population to safely evacuate prior to lahar arrival, whether or not used in conjunction with engineered protection structures. Lahar warning systems can minimize fatalities, but they are not practical in every situation. In cases where populations are situated close to a lahar source area, there simply may be little or no time for a timely warning to be issued and for people to receive it in time to evacuate (Cardona [ 1997 ]; Pierson [ 1998 ]; Leonard et al. [ 2008 ]). Timing is even more challenging at volcanoes where lahars unrelated to ongoing or recent volcanic activity can occur—where volcanic edifices are weakened by hydrothermal alteration, for example, because lahar occurrence generally would not be anticipated. The decision of whether or not to install a warning system should also consider the long-term and ongoing needs for sustaining coordination and communication among the many organizations and individuals involved, regularly maintaining and testing the instrumentation, and keeping at-risk populations informed and prepared, especially where populations are transient.

Lahar warning systems have three basic components: (1) sensors or observers to detect an approaching lahar; (2) data acquisition, transmission, and evaluation systems to transfer and evaluate data to determine if there really is an approaching lahar; and (3) alert-notification systems to inform people that a lahar is coming. The spectrum of ways to accomplish these functions can range from simple `low-tech’ approaches largely involving human observers to more sophisticated `high-tech’ systems (Figure 11 ). In addition to these basic components that warn of an approaching lahar, integrated (often called “end-to-end”) warning systems also include components that not only warn people but prepare them and lead them to respond proactively and to assume personal responsibility for evacuating. These additional components include pre-event planning and preparation; mechanisms to formulate and target appropriate warning messages; effective outreach to at-risk populations so that they understand what to do when a warning is received; establishment of evacuation routes and safe refuges that can be reached (generally on foot) before lahar arrival; and evacuation exercises with follow-up evaluation (Mileti and Sorenson [ 1990 ]; Basher [ 2006 ]; Leonard et al. [ 2008 ]).

Examples of “low-tech” and “high-tech” lahar detection systems. (a) Human observer in lahar observation tower along a river that originates on Merapi volcano, Indonesia; observer strikes the large hanging steel drum (“tong-tong”) with a steel bar after seeing or hearing an approaching lahar. USGS photo by TCP. (b) Schematic diagram of an acoustic flow monitor (AFM)—a sensor that detects ground vibrations generated by an approaching lahar, then telemeters that information in real time to a base station, where the signal is evaluated and a decision is made on whether or not to issue an alarm (see LaHusen [ 2005 ]).

Once a warning system becomes operational and depended upon, there must be sufficient ongoing funding and institutional commitment to continue operation indefinitely and to regularly educate and train the at-risk population. This is important because termination of a warning system while the hazard still exists may involve liability and ethical issues. Long-term operation costs include not only those for the normal maintenance of warning-system components, but also replacement costs if components are vandalized or stolen and, where necessary, costs for providing instrument-site security.

Volcano scientists play important roles, not only in developing or deploying warning system instrumentation, but also in training emergency managers to confidently interpret scientific and technical information from the monitoring systems. Scientists also can help to develop clear warning messages that are appropriate and understandable by affected populations (Mileti and Sorenson [ 1990 ]). Although lahar warning systems can issue false alarms, research shows that the “cry wolf” syndrome does not develop within affected populations as long as people understand the hazard and are later told about the possible reasons why a false warning was issued (Mileti and Sorenson [ 1990 ]; Haynes et al. [ 2008 ]).

‘Low-Tech’ warning systems

In some developing countries, effective low-tech warning systems employ human observers to alert threatened populations. Observers can be positioned at safe vantage points within view of lahar-prone river channels at times when flows have a high likelihood of occurring, such as during ongoing eruptions and during and following intense rainfall, particularly within the first few years after eruptions (de Bélizal et al. [ 2013 ]; Stone et al. [ 2014 ]). Observers stationed near lahar source areas are in a position to see or hear localized convection-cell rain storms that can trigger lahars, and human hearing can be very effective in detecting the approaching lahars themselves, often minutes before they come into view. The low-frequency rumbling sound caused by large boulders grinding against the river bed can carry hundreds or thousands of meters through the air and through the ground—a sound that is unmistakable to a trained observer. For example, a relatively small lahar occurring recently at Mount Shasta, California, sounded “like a freight train barreling down the canyon” and at times “like a thunder rumble” to a U.S. Forest Service climbing ranger (Barboza [ 2014 ]).

Once a lahar is detected, an observer can quickly issue an alert directly (by drum, siren, cellular phone, hand-held radio, etc.) to people living nearby (Figure 11 a). This basic approach to lahar detection may be preferable where there is limited technical or financial capacity for maintaining sensors and other electronic equipment, where there are safe and accessible observation points, where there is high likelihood of expensive instruments being damaged or stolen without someone to guard them, where environmental conditions are challenging, or where electrical power and telecommunications are unreliable. Lahar detection by human observers is not immune to failure, however. Reliability is a function of the trustworthiness and alertness of the observers, their level of training, and the effectiveness of the alert notification method.

Automated telemetered warning systems

Automated electronic warning systems can be used to detect approaching lahars and telemeter alerts in areas where electrical power, technical support capabilities, and funding are more assured. Systems also can be designed to detect anomalous rainfall or rapid snowmelt that could trigger lahars, sense incipient motion of an unstable rock mass or lake-impounding natural dam, or detect an eruption that could trigger a lahar (Marcial et al. [ 1996 ]; Sherburn and Bryan [ 1999 ]; LaHusen [ 2005 ]; Manville and Cronin [ 2007 ]; Leonard et al. [ 2008 ]; USGS [ 2013 ]) (Figure 11 b). In order for data from any of these various sensors to be useful for alert notification, they must be transmitted from remote sites in real time to a receiving station. Transmission can be accomplished by either ground-based or satellite-based radio telemetry (LaHusen [ 2005 ]) or cellular phone (Liu and Chen [ 2003 ]). Alert notifications can occur either automatically when some threshold in the level of the detection signal is exceeded, or an intermediate step can involve emergency management personnel, who verify and validate the detection signal before an alert is issued. Coordination among multiple agencies is critical to the success of an automated system, because hardware and software development of the sensor and the data acquisition/transmission systems are typically handled by physical scientists and engineers, whereas the development, operation, and maintenance of warning systems are typically managed by emergency managers and law-enforcement personnel (Case study 4).

Case study 4. The Mount Rainier lahar warning system

A significant volume of rock on the upper west flank of Mount Rainier (USA) has been extensively weakened (60–80% loss in unconfined strength) by hydrothermal alteration and is unstable (Watters et al. [ 2000 ] ; Finn et al. [ 2001 ] ; John et al. [ 2008 ] ). A lahar warning system was developed by the U.S. Geological Survey and Pierce County (Washington) to detect potential lahar initiation from this sector, and it was installed in 1995 by USGS and Pierce County personnel in the Carbon and Puyallup River valleys downstream of the weak and oversteepened rock mass (USGS [ 2013 ] ). The system is designed to warn tens of thousands of people who live in the downstream lahar hazard zone of an approaching lahar. Affected communities are situated from 40 to 80 km downstream of the volcano and could have from 12 minutes to 2 hours, depending on location, to evacuate after receiving a warning message. Since installation, the warning system has been maintained and operated by the Pierce County Department of Emergency Management, in collaboration with the Washington State Emergency Management Division.

The system comprises specialized seismic sensors capable of detecting ground vibrations within a frequency range typical of lahars (30–80 Hz), a ground-based radio telemetry system for detection-signal transmission, and a combination of sirens, direct notification, and the Emergency Alert System (EAS) that utilizes NOAA weather radios for warning message dissemination (LaHusen [ 2005 ] ; USGS [ 2013 ] ). County and state emergency-management agencies and city and county law-enforcement agencies collectively have responsibility for verifying and validating alerts from the sensors, activating warning sirens, and sending warning messages.

Collaboration between all the agencies involved in lahar hazard warning and risk reduction at Mount Rainier is fostered by regular meetings of the “Mount Rainier Work Group”. Such lahar warning systems require ongoing collaboration between scientists and emergency management officials, as well as regular maintenance and testing. Members of the at-risk population (including schools) have been assigned evacuation routes, have been informed about what to do when a warning message is received, and regularly participate in evacuation drills (Figure 3 g).

Warning message development and delivery

In the simplest warning systems, warning messages are delivered only as simple audible signals (drums, sirens, whistles, etc.), and the affected population must be informed beforehand about what the signals mean and what the appropriate response should be. In more sophisticated systems, incident-specific alert messages can be delivered to large populations simultaneously by cellular phone, the Internet, radio, or television. In these cases, the alert must convey a definitive and unambiguous message that effectively prompts individuals to take protective actions. Several factors influence the effectiveness of a warning message, including the content and style of the message, the type and number of dissemination channels, the number and pattern of warning statements, and the credibility of the warning source (Mileti and Sorenson [ 1990 ]).

Warning messages should be specific, consistent, certain, clear, and accurate (Mileti and Sorenson [ 1990 ]). To ensure credibility, message content should include a description of the hazard and how it poses a threat to people, guidance on what to do to maximize personal safety in the face of impending danger, location of the hazard, the amount of time people have to take action, and the source of the warning. The more specific a warning message is, the more likely the receiver is to accept the warning (Cola [ 1996 ]; Greene et al. [ 1981 ]). Emergency warnings without sufficient detail create information voids, and the affected population may then rely on ill-informed media commentators, friends, neighbors, or personal bias and perceptions to fill this void (Mileti and Sorenson [ 1990 ]). Input from volcano scientists is critical for some of this detail and specificity.

Both credibility and consistency of the warning message are important. At-risk populations commonly receive information from informal sources (for example, the media, friends, social media), sometimes more quickly than through various official channels during a crisis (Mileti [ 1999 ]; Leonard et al. [ 2008 ]; Dillman et al. [ 1982 ]; Mileti and Sorenson [ 1990 ]; Parker and Handmer [ 1998 ]; Mei et al. [ 2013 ]). For example, 40–60% of people in the vicinity of Mount St. Helens first received informal notification of the 1980 eruption (Perry and Greene [ 1983 ]; Perry [ 1985 ]). The proliferation of informal information channels today with the Internet and social media can benefit the warning dissemination process, because individuals are more likely to respond to a warning if it is confirmed by multiple sources (Cola [ 1996 ]; Mileti and Sorenson [ 1990 ]). But multiple sources become problematic if they advance conflicting information, causing individuals to become confused. Therefore, challenges for emergency managers and scientists are to keep reliable information flowing quickly and to maintain consistent messages, both during and after an emergency. Joint information centers can ensure that (a) there is consistency in official warning statements among multiple scientific and emergency-management agencies, (b) easy access is provided for the media to the official information and to experts who can explain it, and (c) the effectiveness of warning messages is monitored (Mileti and Sorenson [ 1990 ]; Driedger et al. [ 2008 ]).

Evacuation training

Warnings are given so that people in a lahar flow path can move quickly out of harm’s way. Sheltering in place is generally not a viable option. The lives of at-risk individuals may depend on understanding that they are living in, working in, driving through, or visiting a lahar hazard zone, as well as understanding what to do when they receive a warning (Mileti and Sorenson [ 1990 ]; Leonard, et al. [ 2008 ]). As the world witnessed in the 1985 Nevado del Ruiz disaster (Voight [ 1990 ]) (Case study 5), warnings that a lahar was bearing down on their town were not able to prevent catastrophic loss of life, because the warnings were issued without the population’s understanding of the risk or how they should respond. To increase the likelihood of successful evacuations, scientists should encourage and help lead hazard-response exercises and evacuation drills, especially in areas with short time windows for evacuating hazard zones. These exercises and drills provide emergency managers the opportunity to identify weaknesses in the warning–evacuation process and to minimize potential delays that could result from confusion, insufficient information, or lack of understanding on what to do. They also provide scientists with a platform for discussing past catastrophes and the potential for future events. Holding an annual table-top exercise or community-wide evacuation drill on the anniversary of a past disaster can help to institutionalize and personalize the memory of past events, an important step if new community members are to take these threats seriously. A well-educated and trained community that possesses information about where they will get information and what emergency actions to take is less likely to be confused by warning messages, to resist evacuation orders, or to blame officials for ordering an evacuation when a catastrophic event fails to occur (e.g., Cardona [ 1997 ]). The goal for scientists and emergency managers is to create a “culture of safety” (cf., Wisner et al. [ 2004 ], p. 372) where at-risk individuals understand potential hazards, take personal responsibility for reducing their risks, understand how to respond to an event, and realize that lessening of risks requires actions from all levels of a community and government.

Case study 5. The Nevado del Ruiz disaster

The 1985 Nevado del Ruiz lahar disaster, which cost approximately 21,000 lives in the town of Armero, Colombia (Figure 1 a), is an excellent case study of the complexities that can lead to ineffective evacuation after warning messages are broadcast, poor emergency response, and a haphazard disaster recovery (Voight [ 1990 ] ; Hall [ 1992 ] ). In post-event analyses, it was generally concluded that the Ruiz catastrophe was the result of cumulative human and bureaucratic errors, including lack of knowledge, misunderstanding and misjudgment of the hazard, indecision, and even political barriers to effective communication, rather than inadequate science or technical difficulties. Other factors contributing to the catastrophe included evacuation plans that had been prepared but not shared with the public, poorly equipped emergency management authorities, the absence of agreed-upon decision-making processes, and uncertainty about the pre-event hazard assessments that made public officials reluctant to issue an early evacuation order because of the potential economic and political costs. The hazard maps produced by scientists for Nevado del Ruiz prior to the eruption were highly accurate in their predictions of where lahars could go, but they were published only about a month before the disaster, giving little time for assimilation and responsive action by the emergency managers. Furthermore, production of the maps did not lead to effective risk communication, because the scientists who made the maps generally did not engage in conveying that risk information in understandable terms to officials and the public. Scientists may prepare excellent hazard assessments and maps, but unless they participate fully in conveying hazard information to officials and the public in ways that are understandable, disasters can still happen (Voight [ 1990 ] ; Hall [ 1992 ] ).

Hazard response and recovery planning

The first three risk-reduction strategies focus on minimizing losses through actions taken before a lahar occurs, but this fourth strategy determines the effectiveness of the immediate emergency response and the longer-term course of recovery after a lahar has occurred, which together define a community’s resilience. Hazard response includes the rescue, emergency care, sheltering, and feeding of displaced persons, which is facilitated by a robust incident command system. Such a system could range from coordinated communication in a small village to a structured multi-agency protocol, such as NIMS (National Incident Management System) in the United States (FEMA [ 2014 ]). Recovery involves the reestablishment of permanent housing, infrastructure, essential services, and economic viability in the community.

Response to a lahar that has impacted a populated area can be difficult. Lahars present first responders, search-and-rescue teams, and disaster-management officials with challenges unlike some other disasters: (a) the area of impact can be extensive and locally covered by debris from crushed buildings and other structures; (b) the degree of impact is generally greatest toward the center of the impact zone and less along the edges; (c) lahars can transport victims and structures long distances from their initial locations; (d) survivors may be difficult to locate; (e) fresh lahar deposits commonly stay liquefied (like quicksand) for days to weeks, and upstream river flow may cut through a debris field, so that access to victims may be limited to hovering helicopters, small boats, or rescuers on the ground being confined to walking on logs or sheet of plywood (Figure 12 ); (f) once located, victims can be difficult to extract from the mud; and (g) critical facilities (hospitals, police and fire stations, etc.) may be inaccessible, damaged, or destroyed. These challenges can be critical, because the time window is small for getting injured victims to medical care, and uninjured victims trapped in liquefied mud can quickly become hypothermic. To minimize fatalities from a lahar, communities in hazard-prone areas should develop realistic rescue and response plans that are understood by all individuals and responsible agencies. In addition to developing search and rescue tactics, such plans should include identification of refuge zones, logistical resources, emergency social services, and security personnel that will be needed to establish emergency shelters and for survivors at those shelters, and for site access control and security (see UNDRO [ 1985 ], for an emergency plan example). Scientists can support emergency managers and public officials in the aftermath of a catastrophic event by assessing the likelihood of future lahars and floods, the suitability of areas for relief operations, and the evolving stability of lahar deposits.

Examples of challenges to rescue and recovery where thick liquefied mud and debris have flowed into a populated area—the Highway 530 (Oso, Washington) landslide disaster of 22 March 2014. Soft mud can preclude rescue of victims by responders on the ground, particularly in the first hours or days following a lahar. (a) Rescuer being lowered by helicopter to an area where ground is too soft to reach on foot (copyrighted AP photo by Dan Bates, used with permission). (b) Rescuer searching for victims using an inflatable boat, because flooding from backed-up river inundated part of the debris field (copyrighted AP photo by Elaine Thompson, used with permission).

Proper shelter planning is critical to minimize the potential for additional victims. Poor planning of emergency shelters and camps can create new disaster victims due to disease outbreaks and malnutrition if shelter is inadequate and timely supply of food, clean water, and medicine does not occur. Shelter planning should also take into account the quality of life and livelihoods for displaced populations. For example, 50 to 70% of people displaced by the 2010 eruption of Mt. Merapi (Indonesia) ignored evacuation orders and consistently returned (in some cases daily) to danger zones during the crisis because of the need to care for livestock and to check on possessions (Mei et al. [ 2013 ]). The lack of activities and work programs in the evacuation camps also can result in people leaving the shelters. In addition, if schools are used as shelters, then public education suffers because school buildings are occupied by evacuees. In countries with limited relief resources, people may be better served if extended families can temporarily house impacted relatives during emergencies. Community leaders, with assistance from scientists, can encourage residents to develop their own evacuation and relocation strategies.

Following an initial disaster response, recovery becomes the next goal. Restoring community functions is typically a top priority in the aftermath of an extreme event such as a lahar, but quick reconstruction may not be possible if key infrastructure, industrial parks, downtown cores of communities, and extensive areas of residential housing are buried or swept away (Tobin and Whiteford [ 2002 ]). Pre-event recovery planning, however, can allow resilient communities to recover more quickly by prioritizing the building of redundant and diversified back-up systems, services, and infrastructure into their communities beforehand. For transportation networks for example, this could mean having multiple routes to critical or essential facilities, predetermined appropriate sites for helipads or temporary airstrips, and storage sites for heavy equipment—all located outside of the hazard zone. Scientists can assist the development of recovery plans by providing advice on where future commercial, residential, and industrial districts could be located outside of hazard zones. A well thought-out recovery plan also provides an impacted community with opportunities for the established social fabric of a community to be maintained, for relocation to a safer site, and for comprehensive redevelopment that avoids haphazard or fragmented future growth.

Resettlement following a disaster is not simply a matter of rebuilding homes and infrastructure at a safer site. The quality of life, means of making a living, and social needs and networks of displaced populations must be recognized for resettlement to be successful, and residents must be part of the planning process. For example, Usamah and Haynes ([ 2012 ]) document low occupation rates of (and minimal owner investment in) government-provided housing at permanent relocation sites two years after the Mayon volcano (Philippines) eruption in 2006. They attribute this to the lack of community planning participation, lack of appreciation of original house design and function (for example, metal roofs on new houses make them hotter during the day than traditional houses with palm-thatch roofs), delays in utility infrastructure, no public facilities such as religious centers and schools, few livelihood options, and little long-term community development. Although authorities and donors (and residents) were satisfied that the new housing was safer, interviewees felt the long-term objective of facilitating sustainable lives was ignored. A similar reluctance to participate in a resettlement program was found at Colima volcano (Mexico) for many of the same reasons (Gavilanes-Ruiz et al. [ 2009 ]). Thus, community participation in long-term recovery planning is needed to ensure identification of the community’s needs and the community’s support.

Development of an effective recovery plan can ensure provision of a number of practical recovery needs. Those needs include: achievement of more appropriate land-use regulations, identification of funding sources for reconstruction, identification of resources and disposal sites for debris clearance, enlistment of economic support for recovering businesses, and adoption of new construction standards. Recovery plans help ensure that reconstruction after the event does not reoccupy a hazard zone or happen in an ad hoc fashion. Scientists can contribute to this planning process by (a) helping public officials visualize the probable physiographic, geologic, and hydrologic realities of a post-event landscape; and (b) identifying what post-event hazards would be relevant for the community.

Scientist roles in lahar risk reduction

All four of the basic strategies for lahar-hazard risk reduction—hazard avoidance, modification, warning, and response/recovery—require the input and judgment of volcano scientists, even though emergency managers and public officials have the responsibility for their planning and implementation. In addition, scientists play a critical role in educating emergency managers, public officials, and at-risk populations about lahar hazards. Specific ways that scientists can participate are discussed in the sections above.

Some scientists are uncomfortable participating in processes that are influenced (if not dominated) by social, economic, and political factors. However, risk managers cannot successfully manage natural threats to communities without involvement by scientists (Peterson [ 1988 ], [ 1996 ]; Hall [ 1992 ]; Haynes et al. [ 2008 ]). Peterson ([ 1988 ]) goes as far to say that scientists have an ethical obligation to effectively share their knowledge to benefit society by making their knowledge understandable to non-scientists. Scientists can communicate hazard information to the public through formal and informal face-to-face meetings, through public presentations, and through the media. Qualities exhibited by scientists that enhance their trustworthiness in the eyes of the public are reliability (consistency and dependability in what they say), competence (having the skills and ability to do the job), openness (having a relaxed, straightforward attitude and being able to mix well and become `part of the community’), and integrity (having an impartial and independent stance) (Pielke [ 2007 ]; Haynes et al. [ 2008 ]). Yet there is always a potential for friction and other distractions during the stressful time of a volcano crisis, and scientists should recognize and try to avoid the various problems related to personal and institutional interactions that have plagued the credibility of scientists during past volcanic crisis responses, such as communications breakdowns and disputes among scientists (with different messages coming from different scientists), scientists advocating for particular mitigation strategies, scientists avoiding or “talking down” to the public, poor scientific leadership, failure to recognize cultural differences between themselves and affected populations, and failure to share information and scarce resources (Newhall et al. [ 1999 ]).

Effective lahar-hazard risk reduction cannot occur unless the hazard and its attendant risks are recognized by authorities and the public, and this recognition is affected by the willingness and ability of scientists to communicate hazards information (Peterson [ 1988 ]). The contributions of scientists will be effective if they are willing to embrace their educational, interpretive, and advisory roles, to work in partnership with officials and the public, and to be sensitive to the cultural norms of the society in which they are working. Scientists must be willing and able to participate in community events, hone skills related to public speaking, work with the media, and work one-on-one with community leaders. As Newhall et al. ([ 1999 ]) state, the guiding principle for scientists during volcanic crises should be to promote public safety and welfare. This principle extends to non-crisis situations, as well, and scientists can and should work with officials and the public frequently to lessen the risk from future lahars. In short, lahar-hazard risk reduction cannot be effectively accomplished without the active, impartial involvement of qualified scientists.

Written informed consent was obtained from individuals whose faces are recognizable in photographs appearing in Figure 3 . Blanket permission was obtained for the students shown in Figure 3 g from the Superintendent of the Orting School District.

Authors’ information

TCP is an expert on lahars and lahar hazards with the U.S. Geological Survey Volcano Science Center. He has personally observed and advised on the effectiveness of various lahar risk-reduction strategies in various parts of the world.

NJW is an expert on natural hazard risk and vulnerability reduction and on how hazards information affects responses of officials and at-risk populations. He works extensively with vulnerable communities and is attached to the Western Geographic Science Center of the U.S. Geological Survey.

CLD is a specialist on volcano hazard communication and education for officials, emergency managers, and the public with the U.S. Geological Survey Volcano Science Center. She is extensively involved in developing training curricula and materials on hazards education topics for schools (teachers and students), emergency managers, national park visitors, and the media.

Abbreviations

Associated Press

Drift River Oil Terminal (Alaska)

International Association of Volcanology and Chemistry of Earth’s Interior

National Oceanic and Atmospheric Administration (USA)

Office of Foreign Disaster Assistance

Sediment Retention Structure

United Nations Disaster Relief Organization

U.S. Army Corps of Engineers

U.S. Agency for International Development

U.S. Geological Survey

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Acknowledgments

This review of strategies for lahar risk reduction is based not only on the literature cited, but also on observations made by the authors of the practical application of these techniques in many parts of the world, combined with their own direct experience and research. Photographs with credits in the form of initials were taken by the authors. Work by the authors on this topic has been supported over the years by the USGS Volcano Hazards Program, the USGS/USAID–OFDA Volcano Disaster Assistance Program, and the USGS Land Change Science Program. We thank Kelvin Rodolfo, Franck Lavigne, and one anonymous reviewer for their insightful reviews of an earlier version of the article. Any use of trade, product, or firm names is for descriptive purposes only and does not imply endorsement by the U.S. Government.

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Authors’ contributions

TCP developed the risk-reduction strategy categorization, evaluated the effectiveness of many of the strategies, and wrote approximately 60% of the manuscript. NJW summarized the ways that community vulnerability and risk reduction can be applied to lahar hazards, and he wrote approximately 40% of the manuscript. CLD edited and revised an early draft of the section on hazard and risk education. This section is in large part a distillation of CLD’s findings on how hazards information can be communicated effectively and understandably. All authors read and approved the final manuscript.

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Pierson, T.C., Wood, N.J. & Driedger, C.L. Reducing risk from lahar hazards: concepts, case studies, and roles for scientists. J Appl. Volcanol. 3 , 16 (2014). https://doi.org/10.1186/s13617-014-0016-4

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Case study: Mt St. Helens.

Case study: Mt St. Helens

  Mt St. Helens, one of the 13 active volcanoes around the world (which is one of the most dangerous volcanoes around us). Mt St. Helens is located in Washington, the Pinochet National Forest Park, its spirit lake had attracted massive tourist which made a huge amount of profit for the tours company.

  The last eruption before the previous one was at 1857 which brought some damage but not as much as the one that took place at 1980.

  20 th  March 1980, a big earthquake occurred. The geologist around the volcano found something was wrong, the volcano was back again. The earthquake occurred because the magma is in a great pressure, full of energy and in a high temperature which was forced to be released.

At 31 st  March, emergency was declared, people who are living 20 square mile were forced to be evacuated, but one man, who’s been seen as a hero didn’t want to leave, the reason is that he’s spent his life time to live there and he was not going to leave and of course he died at the end; his name is Harry Truman.

This is a preview of the whole essay

 At 18 th  May 1980 8:32am, the Mt St. Helens couldn’t hold on any more; it erupted. It was not a simple eruption, the north side of the volcano grew 300 feet longer, because there was a plug (or lid) which was a harden volcanic rock been left from the last eruption stopped the magma coming out from the top of the volcano, but the energy had to be released; The eruption didn’t go vertically, it went horizontally. The critical part comes, what will happen if a volcano erupts horizontally? It is going to bring far more damage than the damage that the lavas can bring; yes, the nightmare; Nuee Ardente.

The whole thing actually happened like this:

8:32am 32sec: the biggest earthquake they’ve had around the volcano occurred

8:32am 40sec: eruption happened, the bulge was ripped off, and the magma is freed. The eruption didn’t happen only horizontally, also vertically (the bulge was freed); which made a great blast, the north side of the volcano was crushed into small rocks and blasted out, the speed of the Nuee Ardente was originally 100 miles/hour, now the speed is 700 miles/hour because of the blast.

8:32am 53sec: the Nuee Ardente ruined the nearest forest which was 20 miles away.

8:34am 5sec: the first victim was made, Harry Truman.

8:36am 30sec: the explosion ended.

In a few minutes, massive damage was made.

  There were some strange thing about the Nuee Ardente, which was when the Nuee Ardente ran in a really fast speed; it made a very loud noise which was not heard by the people near by but the ones who are 60 miles away! Why? It is because the sound was bounced to the atmosphere and bounced back to the ground, and the people near by couldn’t hear it was because the air are been sucked in, without the air, no sound shall be heard.

  So what made this “mad” volcano do such a thing? It is the plate. There is actually another plate between the Pacific plate and the North American plate; which is the Juan De Fuca Plate. The plate margin happening between the Pacific plate and the Juan De Fuca plate is a constructive margin which means two plates will go away from each other which also means the magma will push up and will actually make convection current. When the Juan De Fuca plate is going to the North American plate, because oceanic plates (Juan De Fuca plate) are always denser than the continental plate (which is the North American plate), the oceanic plate will go down and a trench (subduction zone) will be made, but when the plate goes down, benioff zones will also be made which means earthquake will occur. The plate been push down (which is the crust) will melt due to the temperature. As the plate melt, the magma will be formed, and when the pressure in the mantle increase, magma will be forced to rise to the earth’s surface; an eruption occurs.

  So after all, what can this thing do to us? On a short term, the vegetation around the volcano will be totally destroyed; in fact, the eruption of St. Helens “flattened” the trees 6 miles from it, none of the trees were left standing. Also, the rocks been banged can also go really far and destroy buildings, vehicles and lots of things. In a long term, the Nuee Ardente can travel around the world! In two days after the eruption occurred, the cloud reached New York! And in two weeks, the cloud travelled around the world! This thing gives us a tremendous view when sun sets. And also, the vegetation around the volcano will need a long time to recover, even till now, not much was recovered.

  For a long time, geologist had spent a long time on trying to predict when will a volcano erupt, but it is almost impossible, because every volcano has its own way of “living” which is really hard to either catch or predict. Nowadays, geologists are using satellites with infra-red to take pictures and the images will be sent back to the University of Hawaii to be analyzed,

And if there is anything wrong, the University will have the authorities to warn the people near by the volcano.

  Volcanoes are strange, we can hardly know what it is “thinking” about, maybe, while you are reading this case study, a volcano might had already erupted.

                                                        Philip Huang

                                                          Year 10

                                                        School House

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• Maren Wanke   ORCID: orcid.org/0000-0001-7277-7108 1 ,
• Ozge Karakas 1 &
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Throughout the last 35 ka, Mount St. Helens has been the most active volcano in the Cascade arc, but the origin of its voluminous dacites remains controversial. These dacites were traditionally interpreted as a result of melting metabasaltic lower crust. Yet, recent studies have challenged this view and suggested an origin dominated by differentiation of mafic magmas through assimilation-fractional crystallization (AFC) processes. To address this discrepancy on the origin of dacites at Mount St. Helens, we conduct an interdisciplinary study using a combination of thermal and geochemical modeling. Our results show that ~ 45% crystallization of a basaltic andesite parent reproduces the compositions of the dacites with a maximum of ~ 20–30% assimilation of lower crustal lithologies. Amphibole textures and compositions support such a differentiation trend in a polybaric mush system. Combined with recent geophysical imaging and experimental data, we suggest that Mount St. Helens dacites are generated by (1) mantle-derived arc magma evolving by AFC to intermediate compositions in a lower crustal magma reservoir and (2) ascent of these magmas to a mid to upper crustal reservoir, where they reach high crystallinity without significant further chemical differentiation, and are subject to frequent recharge that leave a clear mixing/mingling overprint.

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Acknowledgements

We thank John Pallister and Michael A. Clynne for their help in the field and a much-appreciated introduction to the Mount St. Helens volcanic system. Thoughtful comments by Dawnika Blatter, Michael A. Clynne, Bill Leeman, and an anonymous reviewer on an earlier version of this manuscript are gratefully acknowledged. We thank Peter Appel, Barbara Mader, and Marcel Guillong for their assistance during microprobe and laser analyses. We are grateful to Josef Dufek for support on the thermal modeling and to Peter Ulmer for many discussions on the topic of differentiation in polybaric plumbing system. This project has been supported by Swiss National Science Foundation Grants 200021_146268 and 200020_165501.

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Wanke, M., Karakas, O. & Bachmann, O. The genesis of arc dacites: the case of Mount St. Helens, WA. Contrib Mineral Petrol 174 , 7 (2019). https://doi.org/10.1007/s00410-018-1542-6

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DOI : https://doi.org/10.1007/s00410-018-1542-6

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Snowboarder falls to death at Mount St. Helens after cornice collapse

A snowboarder died Saturday after the snow underneath him gave way near the summit of Mount St. Helens, the Northwest Avalanche Center said in a preliminary report.

Standing near the mountain peak, the snowboarder triggered a cornice — an overhang of snow that can form on steep alpine slopes — to collapse and fell to his death.

“Our deepest condolences to the family, friends, and community,” the avalanche center wrote in a post on its website .

Large cornices are more likely to fail during warmer weather, the agency said. According to the website, moderate avalanche danger was forecast this weekend in mountains throughout Washington.

The avalanche center will work with the Skamania County Sheriff’s Office and search and rescue to compile a full report.

Correction: An earlier version of this story stated a snowboarder died in an avalanche. He fell to his death after the cornice underneath him collapsed. It was not immediately clear if the collapse caused an avalanche.

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"Experienced mountain climber" dies after falling into Mount St Helens crater

The tragedy has prompted officials to remind mountaineers of the dangers posed by warming temperatures

A body discovered in the crater of Washington's Mount St Helens is that of an "experienced climber" who was preparing to make a descent of the stratovolcano by snowboard, according to recovery crews.

On Saturday, the Skamania County Sheriff’s Office received a report that a climbing group had reached the summit of Mount St Helens and observed the body within the crater, approximately 1,200 feet below the summit. In a Facebook post , the SCSO reveals that the group first became aware of the incident when they spotted some personal items at the summit.

"The climbing group located a backpack , digital recording devices, and other personal effects near the rim of the crater. Near the personal belongings, a snow cornice near the rim fractured and fell into the crater of the mountain."

A snow cornice is an overhanging mass of snow that can extend out over the edge of a ridgeline, or in this case the edge of a crater, appearing to be on top of rock. However, these can break away which is presumed to be the cause of this tragic accident.

"Snow cornices are difficult to detect and become weaker during warm, sunny periods," warms the SCSO.

Members of the Volcano Rescue Team had to be airlifted to the edge of the crater at 8,363 feet from where they ascended on foot to recover the body. The subject was later identified as 42-year-old Washougal resident Roscoe Shorey, who the SCSO report had summited the volcano 28 times previously. 

Beware spring conditions

Though it can seem like it's still winter up high, warming spring temperatures can bring instability to snowpack, increasing freeze/thaw cycles and raising the risk level of events such as avalanches and making snow cornices more of a hazard. 

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During spring conditions, it's important to check the mountain weather forecast for the 72 hours before you set off on an expedition, and watch out for high risk factors, such as unusually warm days and cold overnights as well as high wind. The best way to avoid cornices is to stay off ridgelines and well back from the edge of any summit or ridge.

• Best ice axes: tested by experts

Julia Clarke is a staff writer for Advnture.com and the author of the book  Restorative Yoga for Beginners . She loves to explore mountains on foot, bike, skis and belay and then recover on the the yoga mat. Julia graduated with a degree in journalism in 2004 and spent eight years working as a radio presenter in Kansas City, Vermont, Boston and New York City before discovering the joys of the Rocky Mountains. She then detoured west to Colorado and enjoyed 11 years teaching yoga in Vail before returning to her hometown of Glasgow, Scotland in 2020 to focus on family and writing.  

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Snowboarder reaches Mount St. Helens summit, then plunges to his death, center says

UPDATE : A snowboarder who fell to his death after reaching to the top of a Washington mountain has been identified, deputies say.

The man, who made it to the summit of Mount St. Helens, was identified as Roscoe Shorey, 42, of Washougal, the Skamania County Sheriff’s Office said in an April 1 Facebook post.

The original story is below.

A snowboarder fell to his death after reaching the top of a Washington mountain, according to a nonprofit.

Shortly after the snowboarder reached the summit of Mount St. Helens on Saturday, March 30, “he triggered a cornice,” snow that hangs over part of a mountain such as a ridge, the Northwest Avalanche Center said in a Facebook post.

The man then fell to his death, as snow collapsed beneath him, according to the center.

The Skamania County Sheriff’s Office did not immediately return McClatchy News’ request for information on April 1.

Deputies told KIRO 7 News the snowboarder was alone , adding that “he had climbed the mountain dozens of times before.”

What to know about cornice falls

A cornice, “ an overhanging mass of snow ,” forms when strong winds carry snow and drop it “over a sharp terrain feature,” like a mountain ridge, according to the Colorado Avalanche Information Center.

Over time, with multiple wind events, cornices build up with layers of snow, the center says.

“Large cornices still overhang many steep alpine slopes,” the Northwest Avalanche Center said.

With “warm, sunny periods,” the center said the overhangings “can become weaker and easier to trigger.”

In addition to this fatality, at least five people in the U.S. have died in cornice falls since the 2012-2013 season as of April 1, according to the Colorado Avalanche Information Center.

A climber also fell to his death on Mount St. Helens in 2010 after a cornice crumbled beneath him, CNN reported.

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