Quarterly Journal of Engineering Geology and Hydrogeology, Vol. 47, 2014, pp. 195 –199http://dx.doi.org/10.1144/qjegh2014-054Published Online First on July 31, 2014

© 2014 The Geological Society of London

This thematic set of papers is intended to raise awareness of the types, nature, effects and impacts of geohazards in Central China. The papers will be published in this and subsequent issues of QJEGH and demonstrate the significant impacts that are wrought on the lives and livelihoods of those who live and work in the mountainous areas of Central China.

China is all too often in the news as a result of geohazards that have a severe impact on lives and livelihoods. The mountainous terrain of Central China is subject to frequent hazards of high inten-sity with recent examples such as the 2008 Wenchuan earthquake and the 2010 Zhouqu debris flow. Rapid economic development brings with it expansion of urban centres and infrastructure net-works, which not only increases the exposure of the population to natural processes in a dynamic environment, but can also lead to further strains on a landscape that is only marginally stable. Frequent geohazard events have sparked much research in an effort to better understand processes and material properties that can be used to inform and implement effective strategies to mitigate against the negative consequences of these geohazards.

Owing to their location along the eastern margins of the Tibetan Plateau the provinces of Gansu, Sichuan and Yunnan are particu-larly affected by geohazards (Fig. 1). This tectonically active region is strongly affected by continuing uplift and, towards the east and NE, crustal stress release has resulted in the formation of some very large systems of NNE–SSW- and WNW–ESE-trending strike-slip and thrust fault zones (e.g. Dijkstra et al. 1993). Differences in rela-tive uplift and displacement along these faults have had a significant impact on the present physiography of Central China. Several important geohazard regions can be distinguished and in this intro-duction we briefly highlight issues in two of these regions: the loess plateau of the Lanzhou region and the mountainous fringes along the northeastern and eastern margins of the Tibetan Plateau.

Geohazards in the Lanzhou loess region

The extensive Loess Plateau covering much of Gansu, Ningxia and Shaanxi provinces provides an environment of tremendous economic opportunity for the people of China. The fertile soils that developed in these thick aeolian silt deposits have long been regarded as worthy of protection from hostile forces from the north, and Smalley (1968) attributed the positioning of the Great Wall of China to the need to protect this valuable resource. However, exploiting the benefits of these soil resources comes at a price. Loess is a metastable material and mass movements are a frequent occurrence that can have severe impacts. In 1920 the Haiyuan earthquake (magnitude 7.8) triggered a very large number of landslides in loess, predominantly in the form of rapidly moving flow slides (Zhang & Wang 2007). Close &

McCormick (1922) described the scenes as ‘Mountains that moved in the night; landslides that eddied like waterfalls, cre-vasses that swallowed houses and camel trains and villages that were swept away under a rising sea of loose earth’. Estimates of the human cost vary widely, but it is generally accepted that more than 200000 people lost their lives during these events. This was one of the deadliest earthquake events in history, mainly as a consequence of the large number of landslides that were generated by the seismic shocks.

Lanzhou is the capital of Gansu Province and the landslides occurring in the thick loess deposits of this western part of the Chinese loess plateau have been well documented by Derbyshire et al. (2000) and Dijkstra (2000). These metastable slopes continue to affect socio-economic development in this region. Owing to the physiographic constraints of this region, Lanzhou has been devel-oped on a set of fluvial terraces of the Yellow River (elevations of c. 1500 m above sea level (a.s.l.)) and is surrounded by a hilly to mountainous terrain formed in predominantly thick loess deposits that cover a partly planated bedrock surface. At Jiuzhoutai Mountain (2067 m a.s.l.) in north–central Lanzhou, loess reaches its greatest thickness of some 325 m (Derbyshire et al. 2000). Elsewhere in the Lanzhou region, thicknesses between 50 and 100 m are commonly observed. Creating space to accommodate urban expansion requires levelling of large parts of the hills surrounding the city and this has been progressing for more than 25 years (Fig. 2).

Steep cut slopes in thick loess deposits provide an obvious haz-ard, but potentially the greatest hazard lies embedded in the ground. Extensive cut and fill operations have been taking place without apparent controls on the density and drainage of the fill. Loess is well known for its propensity to undergo significant volume reduc-tion upon wetting, and piping erosion occurs throughout this region. It is therefore anticipated that along pre-existing drainage paths fabric collapse will progress, which ultimately will lead to widespread surface deformations and damage to construction and infrastructure. Large-scale cut and fill levelling exercises are taking place in many cities in China, often without proper engineering and scientific support, and with limited understanding of the geological and hydrogeological conditions. This poses a potentially severe risk to ground stability and the environment (e.g. Li et al. 2014).

Afforestation and other changes in land use have resulted in alter-ations of the groundwater regimes in these thick aeolian silts. Loess is very sensitive to changes in moisture content and can, upon wet-ting, transform from an open, cemented structure to a cohesionless, fine granular material. When this occurs, large and fast-moving mass movements are generated (Fig. 3). In 2009 such an event led to the destruction of a residential apartment block in Lanzhou, killing one of the occupants. It is thought that this landslide was caused by ele-vated groundwater levels gradually building up in the loess. The 2013 image of Figure 3 clearly shows the extent to which slope mod-ification and stabilization are taking place.

Introduction to Geohazards of Central China

T. A. Dijkstra1*, J. Wasowski2, M. G. Winter3 & X. M. Meng4

1British Geological Survey, Keyworth, Nottingham NG12 5GG, UK2National Research Council, CNR-IRPI, Bari, Italy

3Transport Research Laboratory (TRL), 13 Swanston Steading, 109 Swanston Road, Edinburgh EH10 7DS, UK4Key Laboratory of Western China’s Environmental Systems (Ministry of Education), Lanzhou University,

Lanzhou, China*Corresponding author (e-mail: tomdij@bgs.ac.uk)

2014-054research-articleThematic Set Introduction; Geohazards in Central ChinaXXX10.1144/qjegh2014-054T. A. Dijkstra et al.Thematic Set Introduction2014 by guest on May 10, 2020http://qjegh.lyellcollection.org/Downloaded from

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Geohazards in the mountains of south Gansu and Sichuan

The Wenchuan earthquake of 12 May 2008 affected an area of more than 50000 km2 and resulted in around 80000 fatalities. The stability of the landscape was severely compromised. Probably the largest recorded event database resulting from a single trigger was constructed and analysed by Xu et al. (2013). This database con-tains some 196007 landslides, collated following an intensive campaign of air-photograph and satellite interpretation. Throughout this region, covering much of north–central Sichuan and south Gansu, the mountainous slopes have now become sensitized to generate mass movements and it is likely that for the foreseeable future instability in the landscapes can be generated at much lower thresholds than before the Wenchuan earthquake, particu-larly for the initiation of debris flows (Cui et al. 2011).

In this mountainous terrain, limited vegetation cover, high-relief steep slopes and narrow valleys draining large catchments result in a

rapid response of river flow regimes to rainfall inputs. This was the case in the night of 7–8 August 2010 in Zhouqu, in south Gansu. Only 30 min of very intense rainfall (>70 mm h−1) was sufficient to mobilize material discharging at more than 1300 m3 s−1 and reaching an esti-mated 10 m s−1 peak flow velocity (Tang et al. 2011a). The town is located on a fan structure that was formed by previous events and the small channel through the town could not contain the material that was delivered, and, as a consequence, the debris flow created a new wider path, leaving a trail of destruction and causing the deaths of more than 1700 people (Tang et al. 2011a; Dijkstra et al. 2012; Fig. 4).

The potential threat from debris flows in this region was well under-stood and a number of check dams were constructed in the mountainous catchments as part of a larger scheme to reduce the impact of debris flows on the settlements in the valleys below (e.g. Ma & Qi 2007; Ma 2010). However, the intensity of this event was many times greater than the design profile of these dams. It can be argued that, rather than reduce the consequences, these dams provide further material for entrainment in the debris flow and this contributed to the magnitude of the resulting

Fig. 1. Shaded relief map of Cen-tral China, based on ChinaW Dataset (©Zumou Yue, G. William Skinner and Mark Henderson, University of Califor-nia, Davis, Regional Systems Analysis Project, January 2007) and CHGIS, Ver-sion 4 (Harvard–Yenching Institute, Cam-bridge, MA, January 2007). Provincial and country boundary information from gadm.org v2.0 (January 2012).

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2001

2009

2013

Fig. 2. Examples of landscape transformation in the Lanzhou region. Upper three images are satellite images from Google EarthTM. (Google and the Google logo are registered trademarks of Google Inc., used with permission.) The lowermost photograph (by J. Wasowski, 2012) is a view of landscape modifications that continue to take place in north–central Lanzhou, taken from a position just south of the images above and looking north.

2001

2009

2013

Fig. 3. Examples of the impact of loess landslides in the Lanzhou urban environment and the intensive slope modifications and stabiliza-tion interventions that are required to safeguard lives and livelihoods in this dynamic environment. Upper three images are satellite images from Google EarthTM. (Google and the Google logo are registered trade-marks of Google Inc., used with permission.) Lowermost photograph (by T. Dijkstra, December 2009) is a view of the 2009 landslide, taken from the street level in the centre of the images above.

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event. There is also evidence that major rockfalls, possibly triggered by large earthquakes, impart controls on the longitudinal profiles of tribu-tary channels. This results in abundant loose material forming large obstacles in narrow river valleys. Once sufficient erosive power is gen-erated, these barriers provide ample material for entrainment into rapid discharges (Dijkstra et al. 2012).

The Zhouqu disaster triggered substantial investment in research, disaster relief and hazard management. It has also resulted in the con-struction of substantial debris-flow control structures. These appear suf-ficiently robust to halt, or at the very least slow down, large future debris flows in this valley and provide a measure of protection for the town of Zhouqu (Figs 5 and 6). However, elsewhere in the region, poorly con-structed dams still exist and these continue to pose a potential danger for those living downstream, both in terms of a complacency creep (i.e. a gradual loss of awareness of geohazards occurrence when small events are successfully captured upstream) and impact magnification (as deposits of small debris-flow events accumulate in upland catchments; one large event may mobilize much of this stored material). In a broader context the question needs to be addressed whether an approach to con-strain or even halt the progress of natural processes in such a dynamic terrain is a sustainable long-term strategy.

The thematic set on Geohazards in Central China

In recognition of the severe impact that geohazards have on lives and livelihoods in the mountainous regions of Central China much research has been carried out at a large number of research institu-tions and universities. In September 2012, the first symposium on new techniques for geohazards research and management was held at Lanzhou University. At this meeting it was decided to facilitate the publication of a thematic set of papers addressing geohazards research in the Central China region. There is much valuable research undertaken in this region and, through publication in the Quarterly Journal of Engineering Geology and Hydrogeology, it is hoped that these research outcomes will reach an important addi-tional target audience. To design appropriate geohazard manage-ment strategies (in terms of reducing the potential for hazards to occur, and reducing the vulnerability and enhancing the resilience of local communities) requires an understanding of geological struc-tures and tectonic activity, hydrogeology and drainage, geomorphol-ogy and geotechnics. This needs to be put into an environmental

2009

2010

Fig. 4. The town of Zhouqu in 2009 before the debris-flow disaster, and in October 2010, 2 months after the disaster. The grey line in the 2009 photograph indicates the outline of the Sanyangyu watershed. (photo-graphs T. Dijkstra).

Fig. 5. The main discharge channel of the Zhouqu debris flow in October 2010 (top) and September 2012 (bottom) (photographs T. Dijkstra).

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context that is strongly influenced by socio-economic development. The understanding of weather impacts and long-term trends of cli-mate change is still developing, but the importance of rainfall trig-gering major geohazards is clearly recognized, particularly in an area where seismic activity provides an additional driver to heighten the susceptibility of landscapes to generate marginally stable slopes (e.g. Tang et al. 2011b). In this dynamic environment the key char-acteristics of landslides, debris flows and associated landforms are often removed rapidly by the very instability that causes them. Mostly, our understanding of the processes is derived from small-scale laboratory experiments, requiring upscaling that may affect the relevance of the observations. However, this region of Central China provides a unique field laboratory that is gradually being explored to gain a better understanding of the risks posed by geo-hazards.

This first instalment of the thematic set covers two contribu-tions representative of geohazard aspects in the two main regions discussed above: one on the effect of pore water chemistry on und-rained shear behaviour of saturated loess (Zhang et al. 2014) and one on debris-flow analysis using a stepwise discriminant analysis and extension theory (Niu et al. 2014).

Zhang et al. provide a detailed account of ring-shear tests on saturated loess with various NaCl concentrations in the pore water to achieve a better insight into the behaviour of irrigation-induced loess landslides.

Niu et al. provide an analysis of debris-flow hazards in south Sichuan–north Yunnan, where some 27 debris-flow prone valleys have been identified that could potentially cause a serious threat to a hydropower station, and establish an approach to determine the degree of hazard that each of the 27 debris-flow prone valleys poses.

These first two papers form the start of a series of contributions on Geohazards in Central China that will appear in subsequent issues of the QJEGH. It is hoped that this will provide a showcase for the research currently being carried out on this topic in China.

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Received 12 June 2014; accepted 12 June 2014.

Fig. 6. Engineered interventions in the dis-charge channels of the Sanyangyu valley where the Zhouqu debris originated; Octo-ber 2010 (left) and September 2012 (right) (photographs T. Dijkstra).

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