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#12 Describe the Magnitude, Duration, Frequency, Probability, and Scale of Spatial Impact of the hazard
Magnitude:
6.2 MW (moment magnitude)
IX MMI (devastating- modified mercalli scale)
Duration:
12:51 pm 22/02/2011
10 seconds of shaking
Aftershocks = 361 first week
7000 in first 12 months
30 aftershocks over 5MW in following year
= EQ Cluster
Frequency:
30 large EQ since 1848 (2per decade)
75 EQ in last 30 days
12 × 3<5
1 between 5>6
Napier (Christchurch), 1931 + Murchison (1929) killed people
Probability:
Alpine Fault (main)
Port Hills Fault (Secondary) had never ruptured
1991, New Zealand Earthquake commission had predicted possibility of moderate EQs in Canterbury region.
Scale Of Spatial Impact:
EQs was felt as moderate (MMI) across the South Island and into the south of North island
‘Strong EQ’ experienced in Canterbury region, with intensity decreased with distance from epicentre
#13 Explain the cause/s of the hazard
New Zealand sits on boundary of the Pacific and Australian tectonic plates, which are constantly colliding and building up massive geological stress
A hidden, deep-underground fault (port-hills fault) suddenly ruptured under immense pressure. Directly triggered by stress from a larger EQ five months earlier (nearby).
The rupture happened directly underneath the city and was incredibly shallow (5km deep). This meant the seismic energy hit the surface instantly, creating some of the most violent ground shaking ever recorded.
#14 Discuss the Economic, Environmental, and Social impacts of the hazard
Environmental:
Topographic change
Rolleston moved 3m north-west, toward Dartfield
Liquefaction
Conversion of soil into fluid-like mass 900,000 tonnes removed CHCH
Rockfalls and Landslides
SHI and railway near KaiaPoi house-size rocks fell at Redcliffs and Summer
Changes to hydrology
Hororata river bed raised Avon and Heathcote rivers - lateral spread led to increased flood risk
#15 Explain the means by which the activities of people intensified the impacts of the hazard
Poor land use and urban planning:
Building suburbs on low-lying flood plains and marshly ground with high water tables
Result: the shaking triggered severe liquefaction, turning the ground into over 10,000 homes, ruptured underground pipes, and rendered entire neighbourhoods permanently uninhabitable.
Unreinforced historical buildings
Keeping historic brick-and-mortar buildings without retrofitting them with steel reinforcement due to high costs and heritage laws
Results: brick walls collapsed outward onto sidewalks and roads, crushing cars and pedestrians
Engineering and construction failures
Substand and design, construction, and safety-checking of modern office buildings
Result: these designs flaws led to sudden, catastrophic pancake collapses of multi-story buildings, causing the majority of earthquakes 185 fatalities
Poor-Quake panic and traffic gridlock:
Thousands of people simultaneously attempting to flee the city centre by car
Result: massive gridlock on damaged roads blocked emergency vehicles and scratch-and-rescue teams from quickly reaching collapsed building.
Unprepaired damage from a previous quake
Delays in insurance assessments and construction meant many buildings damaged by a prior earthquake in September 2010 had not yet been repaired
Result: already weakened structures were highly vulnerable and collapsed immediately when the February 2011 EQ struck
#16 Evaluate two hazard risk management strategies implemented to reduce the impacts of the hazard, including mitigation and preparedness
Preparedness:
Shake-Out
Successfully built muscle memory across the population for the ‘Drop, Cover and Hold’ action. This instinctive reaction saved countless lives-particularly among school kids by preventing injuries from falling objects
Positive-
Highly effective for immediate survival, but limited in managing post-disaster human behaviour
Negative-
It only prepares people for the actual duration of the shaking. It didn’t prevent the post-quake panic
E.G people running in path of falling exterior masonry or causing the immediate traffic gridlock that blocked emergency service.
Mitigation:
The Ground Improvement Programme
A highly effective engineering solution designed to stop liquefaction. By physically reinforcing weak soils with grave pillars, cement packing, or deep foundation piles, the land is hardened to prevent it from turning to liquid mush in future EQ
Positive-
An excellent engineering fix, but restricted by high costs and practical geographic limits
Negative-
Extremely expensive and slow to implement due to the high cost. It wasn’t economically viable to fix every neighbourhood; Instead, the worst-affected residential areas had to be completely abandoned