Ruth Gardner's Blog 24/10/2013: Potential Park
Articles, UC QuakeStudies
An entry from Ruth Gardner's Blog for 24 October 2013 entitled, "Potential Park".
An entry from Ruth Gardner's Blog for 24 October 2013 entitled, "Potential Park".
An entry from Ruth Gardner's blog for 28 October 2011 entitled, "Preserved Puss".
Earthquakes impacting on the built environment can generate significant volumes of waste, often overwhelming existing waste management capacities. Earthquake waste can pose a public and environmental health hazard and can become a road block on the road to recovery. Specific research has been developed at the University of Canterbury to go beyond the current perception of disaster waste as a logistical hurdle, to a realisation that disaster waste management is part of the overall recovery process and can be planned for effectively. Disaster waste decision-makers, often constrained by inappropriate institutional frameworks, are faced with conflicting social, economic and environmental drivers which all impact on the overall recovery. Framed around L’Aquila earthquake, Italy, 2009, this paper discusses the social, economic and environmental effects of earthquake waste management and the impact of existing institutional frameworks (legal, financial and organisational). The paper concludes by discussing how to plan for earthquake waste management.
An entry from Ruth Gardner's Blog for 21 November 2013 entitled, "Play Park".
An entry from Ruth Gardner's Blog for 09 May 2014 entitled, "Restoring the River".
An entry from Ruth Gardner's blog for 1 August 2012 entitled, "Blueprint Brain-teasers".
An entry from Ruth Gardner's blog for 18 December 2011 entitled, "Sobering Sunday Stroll".
An entry from Ruth Gardner's blog for 30 October 2011 entitled, "Doing Dishes the English way".
Nick Rogers, project director, Canterbury Land Assessment for Tonkin & Taylor. Tonkin & Taylor is the environmental and engineering consultancy doing the Canterbury land damage assessment work for EQC and the Canterbury Earthquake Recovery Authority.
An entry from Ruth Gardner's blog for 17 February 2012 entitled, "Approaching Anniversary".
An entry from Ruth Gardner's blog for 25 January 2013 entitled, "Preservation Project".
An entry from Ruth Gardner's blog for 11 June 2012 entitled, "Sobering Sunday Stroll".
An entry from Ruth Gardner's blog for 24 October 2011 entitled, "Don't ask, don't tell".
The "Lyttelton Review" newsletter for 15 August 2011, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 11 March 2013, produced by the Lyttelton Harbour Information Centre.
During the 2010 - 2011 Canterbury earthquake sequence, extensive liquefaction was observed in many areas of Christchurch city and its surroundings, causing widespread damage to buildings and infrastructure. While existing simplified methods were found to work well in some areas of the city, there were also large areas where these methods did not perform satisfactorily. In some of these cases, researchers have proposed that layers of fine grained material within the soil profile may be responsible for preventing the manifestation of liquefaction. This paper presents preliminary findings on the mechanisms at play when pressure differentials exist across a clay layer. It is found that if the clay layer is unable to distort, then pore fluid is unable to break-through the layer even with relatively high pressures, resulting in dissipation of excess pore pressures by seepage. If the layers are however able to distort, then it is possible for the pore fluid to break through the clay layer, potentially resulting in adverse effects in terms of the severity of liquefaction.
The "Lyttelton Harbour Review" newsletter for 6 May 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 20 February 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 30 July 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 29 July 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 26 March 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Review" newsletter for 19 March 2012, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 17 February 2013, produced by the Lyttelton Harbour Information Centre.
In the aftermath of the 2010-2011 Canterbury Earthquake Sequence (CES), the location of Christchurch-City on the coast of the Canterbury Region (New Zealand) has proven crucial in determining the types of- and chains of hazards that impact the city. Very rapidly, the land subsidence of up to 1 m (vertical), and the modifications of city’s waterways – bank sliding, longitudinal profile change, sedimentation and erosion, engineered stop-banks… - turned rainfall and high-tides into unprecedented floods, which spread across the eastern side of the city. Within this context, this contribution presents two modeling results of potential floods: (1) results of flood models and (2) the effects of further subsidence-linked flooding – indeed if another similar earthquake was to strike the city, what could be the scenarios of further subsidence and then flooding. The present research uses the pre- and post-CES LiDAR datasets, which have been used as the boundary layer for the modeling. On top of simple bathtub model of inundation, the river flood model was conducted using the 2-D hydrodynamic code NAYS-2D developed at the University of Hokkaido (Japan), using a depth-averaged resolution of the hydrodynamic equations. The results have shown that the area the most at risk of flooding are the recent Holocene sedimentary deposits, and especially the swamplands near the sea and in the proximity of waterways. As the CES drove horizontal and vertical displacement of the land-surface, the surface hydrology of the city has been deeply modified, increasing flood risks. However, it seems that scientists and managers haven’t fully learned from the CES, and no research has been looking at the potential future subsidence in further worsening subsidence-related floods. Consequently, the term “coastal quake”, coined by D. Hart is highly topical, and most especially because most of our modern cities and mega-cities are built on estuarine Holocene sediments.
The "Lyttelton Review" newsletter for 21 November 2011, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 13 May 2013, produced by the Lyttelton Harbour Information Centre.
The "Lyttelton Harbour Review" newsletter for 4 March 2013, produced by the Lyttelton Harbour Information Centre.
The affect that the Christchurch Earthquake Sequence(CES) had on Christchurch residents was severe, and the consequences are still being felt today. The Ōtākaro Avon River Corridor (OARC) was particularly impacted, a geographic zone that had over 7,000 homes which needed to be vacated and demolished. The CES demonstrated how disastrous a natural hazard can be on unprepared communities. With the increasing volatility of climate change being felt around the world, considering ways in which communities can reduce their vulnerabilities to natural hazards is vital. This research explores how communities can reduce their vulnerabilities to natural hazards by becoming more adaptable, and in particular the extent to which tiny homes could facilitate the development of adaptive communities. In doing so, three main themes were explored throughout this research: (1) tiny homes, (2) environmental adaptation and (3) community adaptability. To ensure that it is relevant and provides real value to the local community, the research draws upon the local case study of the Riverlution Tiny House Village(RTHV), an innovative community approach to adaptable, affordable, low-impact, sustainable living on margins of land which are no longer suitable for permanent housing. The main findings of the research are that Christchurch is at risk of climate change and natural hazards and it is therefore important to consider ways in which communities can stay intact and connected while adapting to the risks they face. Tiny homes provide an effective way of doing so, as they represent a tangible way that people can take adaptation into their own hands while maintaining a high-quality lifestyle.
Post analysis of last night's All Black victory over the Wallabies and a look at the challenges ahead against Les Bleus; various looks at the Rena including mitigation of environmental impact and a 'please explain' summons to the lessees by the Transport Minister and; the Canterbury earthquake's Royal Commission hearings begin.
The magnitude Mw 6.2 earthquake of February 22nd 2011 that struck beneath the city of Christchurch, New Zealand, caused widespread damage and was particularly destructive to the Central Business District (CBD). The shaking caused major damage, including collapses of structures, and initiated ground failure in the form of soil liquefaction and consequent effects such as sand boils, surface flooding, large differential settlements of buildings and lateral spreading of ground towards rivers were observed. A research project underway at the University of Canterbury to characterise the engineering behaviour of the soils in the region was influenced by this event to focus on the performance of the highly variable ground conditions in the CBD. This paper outlines the methodology of this research to characterise the key soil horizons that underlie the CBD that influenced the performance of important structures during the recent earthquakes, and will influence the performance of the rebuilt city centre under future events. The methodology follows post-earthquake reconnaissance in the central city, a desk study on ground conditions, site selection, mobilisation of a post-earthquake ground investigation incorporating the cone penetration test (CPT), borehole drilling, shear wave velocity profiling and Gel-push sampling followed by a programme of laboratory testing including monotonic and cyclic testing of the soils obtained in the investigation. The research is timely and aims to inform the impending rebuild, with appropriate information on the soils response to dynamic loading, and the influence this has on the performance of structures with various foundation forms.