THESIS
2020
xxiii, 252 pages : illustrations, maps ; 30 cm
Abstract
Rainfall-induced landslides, debris flows and flash floods are common natural hazards in
mountainous areas. On 7 June 2008, a severe rainstorm hit Hong Kong, causing more than
1900 landslides, 900 debris flows, and 622 major floods over the entire Hong Kong territory.
Under the changing climate, extreme rainfall events are becoming more and more frequent,
implying more natural hazards in Hong Kong. These hazards usually do not occur separately,
but are highly interconnected, and can interact with each other, causing amplifying or cascading
effects. Therefore, it is necessary to develop an integrated platform to simulate possible
rainfall-induced multiple hazards and possible hazard interactions.
A new integrated model is developed to simulate rainfall-induced landslides, surface...[
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Rainfall-induced landslides, debris flows and flash floods are common natural hazards in
mountainous areas. On 7 June 2008, a severe rainstorm hit Hong Kong, causing more than
1900 landslides, 900 debris flows, and 622 major floods over the entire Hong Kong territory.
Under the changing climate, extreme rainfall events are becoming more and more frequent,
implying more natural hazards in Hong Kong. These hazards usually do not occur separately,
but are highly interconnected, and can interact with each other, causing amplifying or cascading
effects. Therefore, it is necessary to develop an integrated platform to simulate possible
rainfall-induced multiple hazards and possible hazard interactions.
A new integrated model is developed to simulate rainfall-induced landslides, surface runoff,
surface erosion, debris flow initiation, deposition, and subsurface drainage pipe flow. The
model is capable of modelling the full processes of multi-hazards, from rainfall infiltration to
landslides, debris flow initiation, erosion, deposition, property changes, and flow material
exchange between surface flow and drainage pipe flow. The model is verified with four cases:
unsteady pipe flow with constant head, unsteady pipe flow with varied head, unsteady pipe
flow in a drainage network, and surface runoff with urban drainage system. Then the model is
applied to simulate the multi-hazard processes during the 7 June 2008 rainfall event over the North Hong Kong Island. The new module can simulate the processes of flow in a drainage
network, and flow exchange between surface flow and drainage flow. With the drainage pipe
flow integrated, this platform is capable of analysing multi-hazard processes and hazard
interactions in both mountainous areas and urban areas, and providing basis for risk mitigation.
To start with, landslides, debris flows, and flash floods are analysed separately with three
different models under extreme rainfall conditions. Multi-layer separate hazard maps are
generated for the entire Hong Kong Islands. Two initiation mechanisms of debris flows, i.e.,
initiating at the landslide scars and initiating at the landslide deposits, are investigated and
compared. Subsequently, integrated analysis of the multi-hazard processes is conducted with
the new model, and new hazard maps are generated. The results are compared with those from
separate hazard analyses.
The whole process of hazard propagation is modelled with the model for two cases: the Yu
Tung Road debris flow event and the North Lantau Highway debris flood event during the 7
June 2008 rainstorm. The flow processes and transformation processes are well modelled with
the model when compared to the conclusions of field investigations conducted by the Hong
Kong Geotechnical Engineering Office. The blockage of the local drainage inlet by the deposits
is modelled.
Finally, a stress testing framework is proposed for the Hong Kong slope safety system. The
proposed integrated model is applied to a small catchment with engineering measures (i.e.,
urban drainage network and debris-resisting barriers). The performance of the current
engineering measures is tested with the model first under extreme rainfall conditions. The
bottlenecks are identified through the numerical analysis. Then new engineering measures (i.e.,
enhanced drainage network and barriers) are proposed and tested under extreme events. The
results show the proposed engineering measures can cope with heavy, or even extreme rainfall
events.
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