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Published byRobert Archibald Pierce Modified over 8 years ago
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Earthquakes
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Reading Smith Ch 6
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Tectonic Hazards Tectonic: forces of ‘earth-building’ –Volcanoes –Earthquakes Very much connected –plate tectonics –most earthquakes on plate boundaries, fault lines driven by plate movements.
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Earthquakes Sudden crustal movements Usually shallow 0-700 km deep
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Earthquakes Slow build-up of strain –driven by mantle convection? Sudden release as crust moves: earthquake Seismic waves radiate outwards
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Earthquakes Most damaging earthquakes are shallow –>40 km depth
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San Fernando EQ 1971 Richter M 6.4 Depth: 13 km
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Tangshan EQ 1976 At shallow depth Killed 250,000 to 750,000
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Earthquakes Hypocentre: –underground centre of earthquake Epicentre –the point on the surface above the hypocentre
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Earthquake Magnitude Richter Scale Moment Magnitude Mercalli Scale
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Richter Scale a.k.a. Local magnitude Energy of seismic waves 100 km from source =logarithm of ground motion in micrometres 100km from epicentre Scale is logarithmic –M7 is 10x motion of M6
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Richter Scale >M 5.5 for a major disaster Most Eqs are small Most EQ energy released in the Big Ones
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Moment Magnitude Surface area of fault displaced <M6.5 use Richter >M6.5 use Moment magnitude
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Kobe EQ 1995 M6.9 Strong shaking on soft soils, landfill Dense urban area nearby –Older homes with heavy clay-tile roofs not earthquake proof
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Problems with these scales Richter & Moment Magnitude don’t measure shaking and overall impact, just seismic energy Can only be used if ground movement, epicentre, fault area is known Useless for “historic” quakes
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Modified Mercalli Scale MM scale: intensity of damage Roman numerals MM: I = not felt at all MM: XII= widespread destruction
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Seismic Waves Vertical stress, short wave period –‘P’ or primary waves –‘S’ or secondary waves –Moment Magnitude measures this Horizontal stress, long wave period –Love Waves –Rayleigh waves –Richter scale /local magnitude measures this
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P Waves compression-dilation 8km/sec in solid & liquid
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S Waves Sine waves 4km/sec in solid only can be destructive
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Love & Rayleigh Waves Horizontal shaking at 90 degrees to wavefront Most damaging to buildings
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Other issues Ground acceleration Wave frequency
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Mexico City EQ 1985 High rise buildings collapse especially if in 22-25 storey range Taller and shorter buildings less damaged EQ has just the right resonance to tear certain buildings apart
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Small buildings Resonant to short wave periods P&S waves knock them down
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Tall buildings Resonant to long wave periods Love & Rayleigh waves knock them down
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Effects of Local Topography Soft bouncy sediments amplify wave effects –ash –alluvium –landfill Mexico City EQ 1985, San Salvador EQ 1986: cities on bouncy sediments
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Secondary Effects Soil failure Slope failure Tsunamis
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Soil Liquifaction Wet soil can liquify Loses load-bearing properties Richmond BC: –If Richter M6.5 EQ, high-rises may fall like dominoes in Fraser delta sediments
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Lateral Spread On shallow slope soil moves sideways
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Ground Oscillation Soil blocks rotate and surface crumples
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Loss of Bearing Strength Buildings sink into soil
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Flow failure On steeper slopes, slope collapses Can cause damage over extensive area, long distance
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Landslides, Rock & Snow Avalanches EQ triggers slope failure
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Huascaran Mountains, Peru 1970 30m high wave of rock & mud Travelled 70-100 m/sec buried Yungay & Ranrahirca Debris 10 m deep, Killed 18,000 in 4 minutes
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Tsunami a.k.a. “tidal waves” Large shallow submarine EQ triggers shockwave in sea Difficult to spot out at sea Moves fast
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Tsunami Wave height & speed increase as wave moves into shallow coastal water Begins with water drawdown Then violent oscillation for hours
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Human Vulnerability Many EQ zones well-known but densely inhabited Populations often in coastal zone, valley lands –vulnerable to Tsunamis, debris flows –cities built on wobbly sediments
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Human Vulnerability Increased by poor construction techniques –not designed for horizontal shear –failure to avoid vulnerable sites, soil conditions –failure to avoid vulnerable zones
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Maharashtra 1993
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Timing Deathtoll and damage rises if timing is unfortunate –1923 Tokyo Bay EQ struck at lunchtime, starts fires, 130,000 die –1976 Tangshan EQ struck at night, people trapped indoors
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Trigger Earthquakes by crustal loading –build a large dam –storm surge in cyclone conditions 1923 Tokyo Bay EQ
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Prediction Easier to predict where an EQ will happen than when –spotting “locked” areas surrounded by zones of movement Forecasting not advanced –West: relies on science Failed to spot Kobe 1995, Northridge 1994 –China: relies on culture (more accurate) Failed to spot Tangshan 1976
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