
Photos taken following the magnitude 6.3 earthquake in Christchurch on 22 February 2011. We all have earthquake stories to tell — and we’d like to hear yours. Please submit your story on our website, and let us know if you have any images or vi...
A view of the Worcester Street bridge from across the Avon River. In the background, the Our City O-Tautahi building is surrounded by scaffolding and bracing, the Rydges building behind.
A view of the Worcester Street bridge from across the Avon River. In the background, the Our City O-Tautahi building is surrounded by scaffolding and bracing, the Rydges building behind.
A view of the Worcester Street bridge from across the Avon River. In the background, the Our City O-Tautahi building is surrounded by scaffolding and bracing, the Rydges building behind.
A photograph of a sign outside a property in Christchurch. The sign reads, "Thanks for helping our city". Sandcastles have been made out of liquefaction silt on the footpath in front of the sign.
A photograph of a sign protesting the red stickering of Avoca Valley houses. The sign reads, "459 days since being evicted from our Avoca Valley homes. Communities make a city. Decisions now! Let us go home. Facebook: Avoca Valley Earthquake Recovery Authority".
A photograph of a sign protesting the red stickering of Avoca Valley houses. The sign reads, "459 days since being evicted from our Avoca Valley homes. Communities make a city. Decisions now! Let us go home. Facebook: Avoca Valley Earthquake Recovery Authority".
A photograph of a sign protesting the red stickering of Avoca Valley houses. The sign reads, "459 days since being evicted from our Avoca Valley homes. Communities make a city. Decisions now! Let us go home. Facebook: Avoca Valley Earthquake Recovery Authority".
An entry from Jennifer Middendorf's blog for 23 December 2012 entitled, "Pallets and pop-up tearooms".
Looking through the cordon fence on Worcester Boulevard towards the Cathedral. Beams propping up Our City are visible on the left, and the dome of the Regent Theatre, removed and placed on the ground to protect it from further damage, is in front of the Cathedral.
A photograph of a sign describing St Luke's Labyrinth.
A photograph of the south side of the building at 112 Manchester Street. A contemporary billboard for Fortis Construction reads, "Let's build our new city together - kia kaha". It partly obscures an old painted sign for Polson's Decorators and Signwriters, which reads "Protect your investment. Paint your property regularly - and save money".
A photograph of a labyrinth laid out in bricks on the former site of St Luke's church.
A pdf copy of an email sent to the participants in a One Voice Te Reo Kotahi forum held on 10 March 2014. OVTRK report that the email was sent to Arihia Bennett, the Chief Executive Officer of Te Rūnanga o Ngāi Tahu, Christchurch Mayor Lianne Dalziel, Waimakariri Mayor David Ayers, Selwyn District Councillor Malcolm Lyall, and Dame Margaret Bazley, Chair of Environment Canterbury.
A photograph of the earthquake-damaged Our City O-Tautahi Building on the corner of Worcester Street and Oxford Terrace. Steel bracing has been placed against the building to secure the brick walls. The bracing is supported by large concrete blocks. Wire fences have also been placed around the bottom of the building as a cordon. Scaffolding has been erected around the tower to the right.
We present ground motion simulations of the Porters Pass (PP) fault in the Canterbury region of New Zealand; a major active source near Christchurch city. The active segment of the PP fault has an inferred length of 82 km and a mostly strike-slip sense of movement. The PP fault slip makes up approximately 10% of the total 37 mm/yr margin-parallel plate motion and also comprises a significant proportion of the total strain budget in regional tectonics. Given that the closest segment of the fault is less than 45 km from Christchurch city, the PP fault is crucial for accurate earthquake hazard assessment for this major population centre. We have employed the hybrid simulation methodology of Graves and Pitarka (2010, 2015), which combines low (f<1 Hz) and high (f>1 Hz) frequencies into a broadband spectrum. We have used validations from three moderate magnitude events (𝑀𝑤4.6 Sept 04, 2010; 𝑀𝑤4.6 Nov 06, 2010; 𝑀𝑤4.9 Apr 29, 2011) to build confidence for the 𝑀𝑤 > 7 PP simulations. Thus far, our simulations include multiple rupture scenarios which test the impacts of hypocentre location and the finite-fault stochastic rupture representation of the source itself. In particular, we have identified the need to use location-specific 1D 𝑉𝑠/𝑉𝑝 models for the high frequency part of the simulations to better match observations.
Predictive modelling provides an efficient means to analyse the coastal environment and generate knowledge for long term urban planning. In this study, the numerical models SWAN and XBeach were incorporated into the ESRI ArcGIS interface by means of the BeachMMtool. This was applied to the Greater Christchurch coastal environment to simulate geomorphological evolution through hydrodynamic forcing. Simulations were performed using the recent sea level rise predictions by the Intergovernmental Panel on Climate Change (2013) to determine whether the statutory requirements outlined in the New Zealand Coastal Policy Statement 2010 are consistent with central, regional and district designations. Our results indicate that current land use zoning in Greater Christchurch is not consistent with these predictions. This is because coastal hazard risk has not been thoroughly quantified during the process of installing the Canterbury Earthquake Recovery Authority residential red zone. However, the Christchurch City Council’s flood management area does provide an extent to which managed coastal retreat is a real option. The results of this research suggest that progradation will continue to occur along the Christchurch foreshore due to the net sediment flux retaining an onshore direction and the current hydrodynamic activity not being strong enough to move sediment offshore. However, inundation during periods of storm surge poses a risk to human habitation on low lying areas around the Avon-Heathcote Estuary and the Brooklands lagoon.
Predictive modelling provides an efficient means to analyse the coastal environment and generate knowledge for long term urban planning. In this study, the numerical models SWAN and XBeach were incorporated into the ESRI ArcGIS interface by means of the BeachMMtool. This was applied to the Greater Christchurch coastal environment to simulate geomorphological evolution through hydrodynamic forcing. Simulations were performed using the recent sea level rise predictions by the Intergovernmental Panel on Climate Change (2013) to determine whether the statutory requirements outlined in the New Zealand Coastal Policy Statement 2010 are consistent with central, regional and district designations. Our results indicate that current land use zoning in Greater Christchurch is not consistent with these predictions. This is because coastal hazard risk has not been thoroughly quantified during the process of installing the Canterbury Earthquake Recovery Authority residential red zone. However, the Christchurch City Council’s flood management area does provide an extent to which managed coastal retreat is a real option. The results of this research suggest that progradation will continue to occur along the Christchurch foreshore due to the net sediment flux retaining an onshore direction and the current hydrodynamic activity not being strong enough to move sediment offshore. However, inundation during periods of storm surge poses a risk to human habitation on low lying areas around the Avon-Heathcote Estuary and the Brooklands lagoon.