wellington slope failure map

0000006101 00000 n Get data to all your users. The Regional Council has therefore commissioned Works Consultancy Services to undertake an earthquake risk assessment study of the Wellington Region. PGAR including the GNS QMAP Map 10 Wellington publication. Wellington Region Road Network Earthquake Resilience Study. Yesterday's landslip that blocked State Highway 1 into Wellington has been cleared away, ... the slope for failure. Added 01 Mar 2012 6152 Views 497 Downloads Earthquake induced slope failure susceptibility zones for the Wellington Region. Wellington Region Earthquake Induced Slope Failure Greater Wellington Regional Council. 4.2 Sediment Runoff . The British formations became intermingled, turning into a mass of soldiers, rather than the professional, neat formations used on parade. NNU_Group. The location of previous events is a good indicator of where future events may occur, and allows analyses and testing of susceptibility, hazard, and risk analyses. Slope failure includes all types of failures in slopes, including falls, slides, avalanches, flows, and slumps in both soil and rock. Many urban areas in New Zealand lack stormwater models, flood hazard mapping and ... length (m) and S is the slope (m/m). Wellington died from a stroke on 14 September 1852. Contributor. Earthquake Induced Slope Failure Susceptibility, Wellington (Kingsbury, 1995) Inventory Map Inventory maps show a collection of events that have occurred at a location. Quaternary Landscapes: I study the influence of glacial cycles on slope instability, crustal deformations, and sediment flux. Users can export data to their choice of format and projection — including GIS, KML, and CAD — or access data via API. Pg. The Duke of Wellington's Regiment was originally formed in 1702 as Huntingdon's Regiment. 0000029277 00000 n Feed back. Authorship. Laboratory slope failure experiments consisted of detailed observations of failure process consisting of a series of successive failures, with particular emphasis on the time of failure; shape, size and position of the slip surface; and the final shape of the model slope after the down-slope displacement of the failure masses. 0000061899 00000 n 0000025811 00000 n The location of previous events is a good indicator of where future events may occur, and allows analyses and testing of susceptibility, hazard, and risk analyses. Heavy Rain at Avalon Map Location: -41.19848 174.92886 Wellington Region Combined Earthquake Risk. Refer to Publication WRC/PP-T-95/06 for accompanying notes. 0000003688 00000 n (C): map of the Wellington Region and the major faults above the plate interface. This shapefile is compiled from the "slope failure series" coverages. 0000003004 00000 n This paper describes the remediation of a 300-foot long slope failure on the north bank of River Des Peres along Ellendale Avenue near the intersection with Wellington Avenue in St. Louis, Missouri. Periodic updates provide a method of monitoring slope stability changes, documenting movement events and can also be used in conjunction with site rehabilitation plans. Earthquake induced slope failure susceptibility zones for the Wellington Region. Earthquake Induced Slope Failure Hazard Study, Wellington Region. Authorship. Seismic Hazard Map Series: Earthquake Induced Slope Failure. History. Wellington: Te Papa Press. The slope, or rather the contours of the slope, have been extensively manipulated to create a totally integrated landscape garden. 0000005589 00000 n The Kennard Park Master Plan has been developed with the key stakeholders of the Complex with the intent of improving the facilities to meet the future needs of the Wellington community. Ram Krishna Regmi Study areas for Wellington City, Hutt Valley, Porirua and Kapiti. You must not release derivatives of this work. View at Greater Wellington. Ranges from deformation of foundations and structural failures to total destruction of site and all buildings and infrastructure above and below ground. Wellington . Submitted to: Mr Darcy Maddern . Is authorship not correct? 0000035207 00000 n Development of 3D models of slope failure during Canterbury earthquake sequence Proc. 0000056579 00000 n Earthquake induced slope failure susceptibility zones for the Wellington Region. He remained commander-in-chief of the army, a role in which he proved resistant to military reform. 0000010613 00000 n Model slope was prepared on the rigid bed of a laboratory flume … Fork public data. 0000035584 00000 n Only advice I can give is have a straight uninterrupted footpath going all the way down if you ever want to get the lawns mowed. I live on a slope, but the slope goes upwards behind our house. Landslides occur at many different locations. 0000234233 00000 n contributed at 2019-05-10. %PDF-1.4 %���� Given than many of the modified slopes in and around Wellington were formed in the 1950's as part of the urbanisation of Wellington, it is possible that some such slopes might be "ripe" for failure. Metadata. Contributor. Category Tags. … In the Wellington region the North and South Island mountain ranges funnel winds through the Cook Strait producing the region’s notorious winds. Wellington's brief second premiership ended when he stepped down in December 1834. The Factor of Safety (FoS) and Probability of Failure (PoF) are commonly used to find a compromise between the risk of opencast mine slope failure and economic return. The British … More Features. Opus International Consultants (2012). At Wall 2, given the narrow road platform, failure is likely to remove at least half the road width. The Wellington–Hutt Valley section of the Wellington Fault is highlighted in red. You may use this work for commercial purposes. The numbers correspond to those in Table 1 except that a few are left out due to over-crowding. Such slope failures are typical of those that occur in Wellington during heavy and prolonged rainfall. in, NZGD2000 / New Zealand Transverse Mercator 2000. Richard Justice MANAGEMENT OF SLOPE INSTABILITY HAZARDS KiwiRail Network NORTH TO SOUTH J UNCTION, NIMT, NEW ZEALAND Conference On Railway Engineering Wellington, Sept 12-15, 2010 Figure 1. A tsunami event sometime between 1320 and 1450 is believed to have impacted 150 km of the Western Waikato coastline. This is driven by major evacuative failures at the toe of the slope. Esri JSON This dataset is compiled from the "slope failure series" ArcInfo coverages. The information can be presented in map form or overlain onto designs for management of hazards and mine planning. Services. 0000235338 00000 n open data; Home Page： View. (C): map of the Wellington Region and the major faults above the plate interface. 1: Area of tsunami inundation 2: 20m buffer along major fault traces 3: Ground shaking 4: Liquefaction potential 5: Slope failure. The channel length was measured from delineated 0000233272 00000 n slope failure As part of its hazard mitigation and emergency management functions, the Regional Council needs to know the likely impact of a major earthquake on the buildings and the population in the Region. 0000003808 00000 n Global Slope Stability of the North Wall - Failure through Moderately Weathered Greywacke . It is suspected to have been caused by a submarine slope failure of the Aotea Seamount which is located about 240 km west of Raglan. 0000025101 00000 n The tide at Wellington and Port Chalmers was reported as rising and falling by over a metre for a space of about 2 hours. Wellington Region Combined Earthquake Risk. Landslides can vary from one or two boulders to massive hillside failures covering many square kilometres. Creative Commons Attribution-No Derivative Works 3.0. from 0000028927 00000 n I apply a variety of traditional and novel techniques for monitoring and dating landslides. SEVERITY, The underlying failure mechanism at the Omoto Slip is translational soil creep of the 5-30 m thick colluvium cover over the Kaiata Mudstone bedrock erosional surface that extends across the entire Omoto slope area. International Journal of Erosion Control Engineering, 2012. 1995. Paper Number 37 Performance based earthquake risk mitigation of retaining walls at Ngaio Gorge, Wellington P. Brabhaharan & G.J. 0000019947 00000 n All houses in Wellington that are built too close to the tops or bottoms of steep (>~60), high cuts are at risk from landslides, not only during future rainstorms, but also during strong (MM 8 … 0000233445 00000 n Johnsonville . Data Resource Url. contributed at 2019-05-10. The slope failure maps were calibrated using the historical evidence of slope failures during earthquakes. Evidence of the tsunami came from marine gravel deposits at 32 sites north along the coast from Awakino. The Wellington–Hutt Valley section of the Wellington Fault is highlighted in red. It is suspected to have been caused by a submarine slope failure of the Aotea Seamount which is located about 240 km west of Raglan. The purpose of this investigation was to determine the subsurface conditions in the area of the coal refuse pile, determine the factor of safety of the existing refuse pile with respect to failure and to provide recommendations to obtain adequate slope stability factors of Landslides can vary from one or two boulders to massive hillside failures covering many square kilometres. Slope failure is induced when the soil-moisture content within a certain region near the toe of the slope nears full saturation, even though other parts of the sliding mass are still in a partially saturated state (Orense et al., 2004, Tohari et al., 2007). Major damage was caused by the flood and large amount of ground slope failure and mud flows. The stability of the existing slope and retaining wall has a factor of safety of at least 1.5 under static conditions The location of the proposed swale is as per the location in the feasibility study (Beca, 2017).

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