QuakeStory 760
Articles, UC QuakeStudies
A story submitted by David Hopkins to the QuakeStories website.
A story submitted by David Hopkins to the QuakeStories website.
Tsunami have the potential to cause significant disruptions to society, including damage to infrastructure, critical to the every-day operation of society. Effective risk management is required to reduce the potential tsunami impacts to them. Christchurch city, situated on the eastern coast of New Zealand’s South Island, is exposed to a number of far-field tsunami hazards. Although the tsunami hazard has been well identified for Christchurch city infrastructure, the likely impacts have not been well constrained. To support effective risk management a credible and realistic infrastructure impact model is required to inform risk management planning. The objectives of this thesis are to assess the impacts on Christchurch city infrastructure from a credible, hypothetical far-field tsunami scenario. To achieve this an impact assessment process is adopted, using tsunami hazard and exposure measures to determine asset vulnerability and subsequent impacts. However, the thesis identified a number of knowledge gaps in infrastructure vulnerability to tsunami. The thesis addresses this by using two approaches: a tsunami damage matrix; and the development of tsunami fragility functions. The tsunami damage matrix pools together tsunami impacts on infrastructure literature, and post-event field observations. It represents the most comprehensive ‘look-up’ resource for tsunami impacts to infrastructure to date. This damage matrix can inform the assessment of tsunami impacts on Christchurch city infrastructure by providing a measure of damage likelihood at various hazard intensities. A more robust approach to tsunami vulnerability of infrastructure are fragility functions, which are also developed in this thesis. These were based on post-event tsunami surveys of the 2011 ‘Tohoku’ earthquake tsunami in Japan. The fragility functions are limited to road and bridge infrastructure, but represent the highest resolution measure of vulnerability for the given assets. As well as providing a measure of damage likelihood for a given tsunami hazard intensity, these also indicate a level of asset damage. The impact assessment process, and synthesized vulnerability measures, are used to run tsunami impact models for Christchurch infrastructure to determine the probability of asset damage occurring and to determine if impact will reach or exceed a given damage state. The models suggest that infrastructure damage is likely to occur in areas exposed to tsunami inundation in this scenario, with significant damage identified for low elevation roads and bridges. The results are presented and discussed in the context of the risk management framework, with emphasis on using risk assessment to inform risk treatment, monitoring and review. In summary, this thesis A) advances tsunami vulnerability and impact assessment methodologies for infrastructure and B) provides a tsunami impact assessment framework for Christchurch city infrastructure which will inform infrastructure tsunami risk management for planners, emergency managers and lifelines groups.
A story submitted by Ben Hullen to the QuakeStories website.
A story submitted by Kathy to the QuakeStories website.
A story submitted by Anonymous to the QuakeStories website.
A story submitted by Jo Wicken to the QuakeStories website.
A story submitted by Ricki hinch to the QuakeStories website.
A story submitted by Jo Wicken to the QuakeStories website.
A story submitted by Jo Wicken to the QuakeStories website.
An entry from Deb Robertson's blog for 19 February 2016 entitled, "Five Years".The entry was downloaded on 2 November 2016.
essential systems upon which the well-being and functioning of societies depend. They deliver a service or a good to the population using a network, a combination of spatially-distributed links and nodes. As they are interconnected, network elements’ functionality is also interdependent. In case of a failure of one component, many others could be momentarily brought out-of-service. Further problems arise for buried infrastructure when it comes to buried infrastructure in earthquake and liquefaction-prone areas for the following reasons: • Technically more demanding inspections than those required for surface horizontal infrastructure • Infrastructure subject to both permanent ground displacement and transient ground deformation • Increase in network maintenance costs (i.e. deterioration due to ageing material and seismic hazard) These challenges suggest careful studies on network resilience will yield significant benefits. For these reasons, the potable water network of Christchurch city (Figure 1) has been selected for its well-characterized topology and its extensive repair dataset.
A video of a presentation by Ian Campbell, Executive General Manager of the Stronger Christchurch Rebuild Team (SCIRT), during the third plenary of the 2016 People in Disasters Conference. The presentation is titled, "Putting People at the Heart of the Rebuild".The abstract for this presentation reads: On the face of it, the Stronger Christchurch Infrastructure Rebuild Team (SCIRT) is an organisation created to engineer and carry out approximately $2B of repairs to physical infrastructure over a 5-year period. Our workforce consists primarily of engineers and constructors who came from far and wide after the earthquakes to 'help fix Christchurch'. But it was not the technical challenges that drew them all here. It was the desire and ambition expressed in the SCIRT 'what we are here for' statement: 'to create resilient infrastructure that gives people security and confidence in the future of Christchurch'. For the team at SCIRT, people are at the heart of our rebuild programme. This is recognised in the intentional approach SCIRT takes to all aspects of its work. The presentation will touch upon how SCIRT communicated with communities affected by our work and how we planned and coordinated the programme to minimise the impacts, while maximising the value for both the affected communities and the taxpayers of New Zealand and rate payers of Christchurch funding it. The presentation will outline SCIRT's very intentional approach to supporting, developing, connecting, and enabling our people to perform, individually, and collectively, in the service of providing the best outcome for the people of Christchurch and New Zealand.
A paper published in the Journal of Structural Integrity and Maintenance, 2016, Vol. 1, No. 2, 88-93, which outlines the importance of asset registers and level of service in the wake of a disaster.
Photo manual and guide provided to design and delivery teams at SCIRT.
A document which describes the SCIRT model and how it drove both collaboration and competition.
A document which stipulates SCIRT's minimum standard for managing the risks arising from working around services.
A plan which describes how SCIRT is to carry out construction works. The first version of this plan was produced on 10 August 2011.
A management plan which describes how SCIRT will coordinate utility authorities and utility relocations.
An abstract which describes the content of Trent Beckman-Cross's full PhD thesis.
A plan which defines the procurement activities to be applied to SCIRT and explains how those activities are to be undertaken to meet SCIRT objectives and requirements. The first version of this plan was produced on 14 September 2011.
A presentation created by LINZ, explaining the application and benefits of the National Forward Works Viewer.
A report which details the archaeological investigations carried out during the course of SCIRT projects 11115 and 11159, wastewater renewal work and storm water repair work on Ferry Road.
A pdf copy of a PowerPoint presentation made for the Water Services Association of Australia conference, about SCIRT's approach to asset investigation after the Canterbury earthquakes of 2010 and 2011.
A report which details the archaeological investigations carried out during the course of SCIRT project 11185, water main renewal work on Manchester Street.
A document which describes the purpose of the Bill Perry Safety Awards and outlines each winning submission.
A document which contains the slide notes to go with the PowerPoint presentation made for the Water Services Association of Australia conference.
A document which explains the rationale behind and development of City Care's Good to Go safety video.
A board paper which asks the SCIRT board to review and revise SCIRT's existing Health and Safety Policy.
A document which summarises each winning Bill Perry Safety Award submission.
A document which specifies the technical requirements for the rehabilitation and repair of pipes using lining methodologies during the SCIRT programme of work.