Project prioritisation - right thing, right time, right place
Articles, UC QuakeStudies
A document which outlines how SCIRT prioritised the 634 construction projects within its programme of work.
A document which outlines how SCIRT prioritised the 634 construction projects within its programme of work.
A document which describes SCIRT's framework, principles and process of defining projects and the process of prioritising those projects.
A document which outlines the processes involved in the Multi Criteria Analysis Asset Prioritisation tool. It also talks about assumptions made and potential gaps.
A map showing the actual construction start dates.
A presentation to the IPWEA conference of a paper which shares the process followed for the assessment and prioritisation of the retaining walls within the Port Hills in Christchurch.
A paper which shares the process followed for the assessment and prioritisation of the retaining walls within the Port Hills in Christchurch.
An example of the five year rebuild schedule map created as part of the prioritisation process detailing where and when construction would start. The data behind this map was updated every quarter.
A presentation given at the New Zealand Geospatial Research Conference 2015.
A plan which outlines how SCIRT is to carry out condition investigations and analysis. The first version of this plan was produced on 1 September 2011.
A paper which outlines the observed damage to Christchurch City Council-owned retaining walls and the repair solutions developed.
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 document which contains the slide notes to go with the PowerPoint presentation made for the Water Services Association of Australia conference.
A technical paper prepared for the Water NZ conference and expo 2012, which details how GIS and InfoNet were used to complement SCIRT's asset assessment process.
A document which outlines SCIRT's post-earthquake asset assessment process.
A diagram which illustrates SCIRT's asset assessment request process.
A pdf copy of a PowerPoint presentation prepared for the Christchurch City Council and CPG New Zealand, providing an overview of the investigation work completed.
A paper which outlines SCIRT's approach to asset assessment, design and repair of damaged retaining walls, and presents a case study of a retaining wall rebuild, on Cunningham Terrace, Lyttelton.
A design guideline which provides information about how to use the SCIRT Asset Assessment Spreadsheet.
A magazine article which outlines the observations of engineers working on SCIRT retaining wall and ground improvement projects.
An outline, created in 2011, of the levels of service and condition of the horizontal infrastructure within the central city, providing a broad indication of damage, service levels provided to residents and business owners, and used to estimate the cost of repairs following the earthquake events.
An example of a paper which explains the role of an Asset Owner's Representative - Stormwater at SCIRT.
An example of a paper which explains the role of an Asset Owner's Representative - Transport Structures at SCIRT.
A designer's guideline which explains the role of Technical Leads at SCIRT.
An example of a paper which explains the role of an Asset Owner's Representative - Water Supply at SCIRT.
An example of a paper which explains the role of an Asset Owner's Representative - Three Waters at SCIRT.
This document describes the tool developed for capturing the abandoned and removed assets using the SCIRT GIS viewer.
A flowchart which illustrates where the G-File was used throughout the life cycle of asset data collection, processing and delivery.
A guideline which provided clarity to designers, asset owners and others on the meaning of terminology to describe the type of roading works proposed/undertaken.
Asset management in power systems is exercised to improve network reliability to provide confidence and security for customers and asset owners. While there are well-established reliability metrics that are used to measure and manage business-as-usual disruptions, an increasing appreciation of the consequences of low-probability high-impact events means that resilience is increasingly being factored into asset management in order to provide robustness and redundancy to components and wider networks. This is particularly important for electricity systems, given that a range of other infrastructure lifelines depend upon their operation. The 2010-2011 Canterbury Earthquake Sequence provides valuable insights into electricity system criticality and resilience in the face of severe earthquake impacts. While above-ground assets are relatively easy to monitor and repair, underground assets such as cables emplaced across wide areas in the distribution network are difficult to monitor, identify faults on, and repair. This study has characterised in detail the impacts to buried electricity cables in Christchurch resulting from seismically-induced ground deformation caused primarily by liquefaction and lateral spread. Primary modes of failure include cable bending, stretching, insulation damage, joint braking and, being pulled off other equipment such as substation connections. Performance and repair data have been compiled into a detailed geospatial database, which in combination with spatial models of peak ground acceleration, peak ground velocity and ground deformation, will be used to establish rigorous relationships between seismicity and performance. These metrics will be used to inform asset owners of network performance in future earthquakes, further assess component criticality, and provide resilience metrics.
Study region: Christchurch, New Zealand. Study focus: Low-lying coastal cities worldwide are vulnerable to shallow groundwater salinization caused by saltwater intrusion and anthropogenic activities. Shallow groundwater salinization can have cascading negative impacts on municipal assets, but this is rarely considered compared to impacts of salinization on water supply. Here, shallow groundwater salinity was sampled at high spatial resolution (1.3 piezometer/km²), then mapped and spatially interpolated. This was possible due to a uniquely extensive set of shallow piezometers installed in response to the 2010–11 Canterbury Earthquake Sequence to assess liquefaction risk. The municipal assets located within the brackish groundwater areas were highlighted. New hydrological insights for the region: Brackish groundwater areas were centred on a spit of coastal sand dunes and inside the meander of a tidal river with poorly drained soils. The municipal assets located within these areas include: (i) wastewater and stormwater pipes constructed from steel-reinforced concrete, which, if damaged, are vulnerable to premature failure when exposed to chloride underwater, and (ii) 41 parks and reserves totalling 236 ha, within which salt-intolerant groundwater-dependent species are at risk. This research highlights the importance of determining areas of saline shallow groundwater in low-lying coastal urban settings and the co-located municipal assets to allow the prioritisation of sites for future monitoring and management.