A car drives across the damaged Dallington bridge. The bridge has visibly moved relative to the road, leaving a large gap, which road cones have been placed in. The photographer comments, "Service pipes snapped as the land sank but the bridge remained".
A report which details the findings of a follow-up performance audit carried out by the Office of the Auditor-General to assess the effectiveness and efficiency of arrangements to repair Christchurch's horizontal infrastructure.
A crack next to the Avon River caused by the ground slumping after the 4 September earthquake. A blue pipe has been laid over the crack. Many kilometres of these temporary water pipes have been run overground in Avonside to supply houses with water.
The laying of new sewers in Bridge Street, South Brighton. Road cones have been placed along the road works. Temporary road signs indicate that the current speed limit is 30 km/h. Diggers, four-wheel drive vehicles and a truck are parked beside piles of gravel and a yellow sewer pump.
A photograph submitted by Scott Thomas to the QuakeStories website. The description reads, "The picture is of St Martins, a suburb just 2 minutes drive up the street from my place. The photo does not do it justice but this road was like the moon, it used to be flat and it is wet due to burst pipes. Photo taken shortly after the 22 Feb 2011 earthquake".
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.