Abstract

We combine geological data and ground motion estimates from satellite ERS-1/2 and ENVISAT persistent scatterer interferometry (PSI) to delineate areas of observed natural and anthropogenic geohazards in the administrative area of Greater London (United Kingdom). This analysis was performed within the framework of the EC FP7-SPACE PanGeo project, and by conforming to the interpretation and geohazard mapping methodology extensively described in the Production Manual (cf. http://www.pangeoproject.eu ). We discuss the results of the generation of the PanGeo digital geohazard mapping product for Greater London, and analyse the potential of PSI, geological data and the PanGeo methodology to identify areas of observed geohazards. Based on the analysis of PSI ground motion data sets for the years 1992–2000 and 2002–2010 and geology field campaigns, we identify 25 geohazard polygons, covering a total of ~650 km2. These include not only natural processes such as compaction of deposits on the River Thames flood plain and slope instability, but also anthropogenic instability due to groundwater management and changes in the Chalk aquifer, recent engineering works such as those for the Jubilee Line Extension project and electricity tunnelling in proximity to the River Thames, and the presence of made ground. In many instances, natural and anthropogenic observed geohazards overlap, therefore indicating interaction of different processes over the same areas. In terms of ground area covered, the dominant geohazard is anthropogenic land subsidence caused by groundwater abstraction for a total of ~300 km2, followed by natural compression of River Thames sediments over ~105 km2. Observed ground motions along the satellite line-of-sight are as high as +29.5 and −25.3 mm/year, and indicate a combination of land surface processes comprising ground subsidence and uplift, as well as downslope movements. Across the areas of observed geohazards, urban land cover types from the Copernicus (formerly GMES) EEA European Urban Atlas, e.g., continuous and discontinuous urban fabric and industrial units, show the highest average velocities away from the satellite sensor, and the smallest standard deviations (~0.7–1.0 mm/year). More rural land cover types such as agricultural, semi-natural and green areas reveal the highest spatial variability (up to ~4.4 mm/year), thus suggesting greater heterogeneity of observed motion rates within these land cover types. Areas of observed motion in the PSI data for which a geological interpretation cannot be found with sufficient degree of certainty are also identified, and their possible causes discussed. Although present in Greater London, some geohazard types such as shrink–swell clays and ground dissolution are not highlighted by the interpretation of PSI annual motion rates. Reasons for absence of evidence of the latter in the PSI data are discussed, together with difficulties related to the identification of good radar scatterers in landsliding areas.

Highlights

  • Geohazards and their impacts in the United Kingdom (UK) have long been discussed in the literature. GIBSON et al (2013) analyse aspects related to management of landslide hazards in an environment considered as low-risk, but where the financial loss from such a hazard is likely to be in excess of £10 million per year. FARRANT and COOPER (2008) investigate geological properties of soluble rocks, and report on karstic features observed in Carboniferous limestone, chalk and Permo-Triassic gypsum and halite

  • In most cases, observed geohazards are identified as a single-part polygon, whereas in the case of landslides, the areas of motion are grouped into multi-part polygons sharing the same set of standardised PanGeo attributes

  • We have mapped a range of interacting natural and manmade geohazards within the administrative area of Greater London, by combining ground motion data derived from the interferometric point target analysis (IPTA) processing of ERS-1/2 and ENVISAT synthetic aperture radar (SAR) images acquired between 1992 and 2010, with a variety of geological and other geospatial layers

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Summary

Introduction

Geohazards and their impacts in the United Kingdom (UK) have long been discussed in the literature. GIBSON et al (2013) analyse aspects related to management of landslide hazards in an environment considered as low-risk, but where the financial loss from such a hazard is likely to be in excess of £10 million per year. FARRANT and COOPER (2008) investigate geological properties of soluble rocks, and report on karstic features observed in Carboniferous limestone, chalk and Permo-Triassic gypsum and halite. GIBSON et al (2013) analyse aspects related to management of landslide hazards in an environment considered as low-risk, but where the financial loss from such a hazard is likely to be in excess of £10 million per year. Affecting the southeast of the country, volume changes of clay soils and mudrocks in response to variations in moisture content are considered the cause of the largest financial impact in the UK, with costs up to £500 million in a single year (JONES and TERRINGTON 2011). The correlation between geotechnical and mineralogical factors and the shrink–swell susceptibility of the UK has been analysed and discussed widely (e.g., JONES and JEFFERSON 2012), and major relationships between the number of subsidence claims due to shrinkage and historical records of both precipitation and average temperatures have been found (HARRISON et al 2012)

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