A black and white historic photograph of the interior of the 1866 Bank of New Zealand Building, photographed in 1911 by Steffano Webb.
A photograph of the former Bank of New Zealand Building on the corner of Williams Street and Charles Street in Kaiapoi.
A photograph of the restored Bank of New Zealand building on the corner of Charles Street and Williams Street in Kaiapoi.
Scaffolding surrounds the Bank of New Zealand building, Cathedral Square.
Jules Lee, Coordinator of the Lyttelton Time Bank, talking to a member of the New Zealand Navy on London Street in Lyttelton.
Jules Lee, Coordinator of the Lyttelton Time Bank, talking to a member of the New Zealand Navy on London Street in Lyttelton.
The old Bank of New Zealand building in Kaiapoi, cordoned off with warning tape.
The old Bank of New Zealand building in Kaiapoi, cordoned off with warning tape.
The old Bank of New Zealand building in Kaiapoi, cordoned off with warning tape.
The old Bank of New Zealand building in Kaiapoi, cordoned off with warning tape.
A photograph captioned by BeckerFraserPhotos, "The Bank of New Zealand building in Kaiapoi".
A photograph captioned by BeckerFraserPhotos, "A damaged window of the Bank of New Zealand building in Kaiapoi".
A photograph captioned by BeckerFraserPhotos, "The Bank of New Zealand building on Charles Street in Kaiapoi".
A photograph captioned by BeckerFraserPhotos, "The Bank of New Zealand building on Charles Street in Kaiapoi".
A photograph captioned by BeckerFraserPhotos, "The Bank of New Zealand building on Charles Street in Kaiapoi".
A photograph captioned by BeckerFraserPhotos, "The Bank of New Zealand building viewed from Williams Street in Kaiapoi".
A photograph captioned by BeckerFraserPhotos, "The Bank of New Zealand building viewed from Williams Street in Kaiapoi".
Photograph captioned by BeckerFraserPhotos, "Bank of New Zealand building in Kaiapoi on the corner of Williams Street and Charles Street".
This thesis presents an assessment of historic seismic performance of the New Zealand stopbank network from the 1968 Inangahua earthquake through to the 2016 Kaikōura earthquake. An overview of the types of stopbanks and the main aspects of the design and construction of earthen stopbanks was presented. Stopbanks are structures that are widely used on the banks of rivers and other water bodies to protect against the impact of flood events. Earthen stopbanks are found to be the most used for such protection measures. Different stopbank damage or failure modes that may occur due to flooding or earthquake excitation were assessed with a focus on past earthquakes internationally, and examples of these damage and failure modes were presented. Stopbank damage and assessment reports were collated from available reconnaissance literature to develop the first geospatial database of stopbank damage observed in past earthquakes in New Zealand. Damage was observed in four earthquakes over the past 50 years, with a number of earthquakes resulting in no stopbank damage. The damage database therefore focussed on the Edgecumbe, Darfield, Christchurch and Kaikōura earthquakes. Cracking of the crest and liquefaction-induced settlement were the most common forms of damage observed. To understand the seismic demand on the stopbank network in past earthquakes, geospatial analyses were undertaken to approximate the peak ground acceleration (PGA) across the stopbank network for ten large earthquakes that have occurred in New Zealand over the past 50 years. The relationship between the demand, represented by the peak ground acceleration (PGA) and damage is discussed and key trends identified. Comparison of the seismic demand and the distribution of damage suggested that the seismic performance of the New Zealand stopbank network has been generally good across all events considered. Although a significant length of the stopbank networks were exposed to high levels of shaking in past events, the overall damage length was a small percentage of this. The key aspect controlling performance was the performance of the underlying foundation soils and the effect of this on the stopbank structure and stability.
The magnitude 7.1 Christchurch earthquake broke off an enormous chunk of Castle Rock in the Port Hills which has tumbled down towards the Lyttelton tunnel. View from Morgan's Valley (-43.578037° 172.714828°).
We examined the stratigraphy of alluvial fans formed at the steep range front of the Southern Alps at Te Taho, on the north bank of the Whataroa River in central West Coast, South Island, New Zealand. The range front coincides with the Alpine Fault, an Australian-Pacific plate boundary fault, which produces regular earthquakes. Our study of range front fans revealed aggradation at 100- to 300-year intervals. Radiocarbon ages and soil residence times (SRTs) estimated by a quantitative profile development index allowed us to elucidate the characteristics of four episodes of aggradation since 1000 CE. We postulate a repeating mode of fan behaviour (fan response cycle [FRC]) linked to earthquake cycles via earthquake-triggered landslides. FRCs are characterised by short response time (aggradation followed by incision) and a long phase when channels are entrenched and fan surfaces are stable (persistence time). Currently, the Te Taho and Whataroa River fans are in the latter phase. The four episodes of fan building we determined from an OxCal sequence model correlate to Alpine Fault earthquakes (or other subsidiary events) and support prior landscape evolution studies indicating ≥M7.5 earthquakes as the main driver of episodic sedimentation. Our findings are consistent with other historic non-earthquake events on the West Coast but indicate faster responses than other earthquake sites in New Zealand and elsewhere where rainfall and stream gradients (the basis for stream power) are lower. Judging from the thickness of fan deposits and the short response times, we conclude that pastoral farming (current land-use) on the fans and probably across much of the Whataroa River fan would be impossible for several decades after a major earthquake. The sustainability of regional tourism and agriculture is at risk, more so because of the vulnerability of the single through road in the region (State Highway 6).
The Darfield earthquake caused widespread damage in the Canterbury region of New Zealand, with the majority of damage resulting from liquefaction and lateral spreading. One of the worst hit locations was the small town of Kaiapoi north of Christchurch, an area that has experienced liquefaction during past events and has been identified as highly susceptible to liquefaction. The low lying town sits on the banks of the Kaiapoi River, once a branch of the Waimakariri, a large braided river transporting gravelly sediment. The Waimakariri has been extensively modified both by natural and human processes, consequently many areas in and around the town were once former river channels.
A poster created by Empowered Christchurch to advertise their submission to the CERA Draft Transition Recovery Plan on social media.The poster reads, "Submission, CERA Draft Transition Recovery Plan. Future Insurability. In an article in the New Zealand Herald of 5 November 2014, the CEO of IAG refers to cooperation with the NZ Government on a strategic intent in 2011 to avoid depopulation of Christchurch. Now that the ICNZ has signalled its intention to withdraw from high-risk areas and the CCC also plans to redefine the boundaries of the city so as to exclude properties below the Mean High Water Springs. We ask whether a 'recovery' involves abandoning people once the insurance and bank sectors have managed a retreat? We need a city that is driven by the people that live in it, and enabled by a bureaucracy that accepts and mitigates risks, rather than transferring them to the most vulnerable of its residents".