SLIDE 1 Natural Hazards Assessment in the Everest Region using Hydrodynamic and Geo-Spatial Tools Natural Hazards Assessment in the Everest Region using Hydrodynamic and Geo-Spatial Tools
Birendra Bajracharya
bbajracharya@icimod.org GIS Specialist International Centre for Integrated Mountain Development (ICIMOD)
28 March 2006, Islamabad, Pakistan
SLIDE 2
The Everest Region The Everest Region
SLIDE 3
A DSS Framework for Ecosystem Management A DSS Framework for Ecosystem Management
Anthropic system Tourism system Subsistence economy Energy Waste Pastoral system Stone extraction Timber/ firewood extraction Agricultural system Natural system GLOF hazard Landslides Avalanche Infrastructure Agriculture land Forest land External driver class Internal driver class Pressure class Impact class Land system for ecosystem territorial management Land units Aquatic system Terrestrial system
SLIDE 4
- Modeling GLOF and simulation
- Inventory and distribution of landslides
- Hazard Mapping
- Modeling GLOF and simulation
- Inventory and distribution of landslides
- Hazard Mapping
Mapping Natural Hazards for DSS Mapping Natural Hazards for DSS
SLIDE 5
- Fragile geological conditions
- Great elevation differences
- Steep sloping terrain
- Fragile geological conditions
- Great elevation differences
- Steep sloping terrain
Why are the Mountains Hazardous? Why are the Mountains Hazardous?
SLIDE 6
- Sources of the headwaters of many great rivers
- Glacial lakes are formed by accumulation of water from the
melting of snow and ice cover and by blockage of end moraines
- Sudden break of a moraine may generate the discharge of
large volumes of water and debris causing floods (GLOFs) After the severe impact of the 1985 Dig Tsho GLOF, glacial lakes and the GLOF phenomenon in the Nepal Himalayas drew great attention
Glaciers and Glacial Lakes Glaciers and Glacial Lakes
SLIDE 7
Birds-eye view showing the remnants of Dig Tsho Glacial Lake, Langmoche Glacier at the slope and the debris along the gully after the GLOF of 1985 (WECS 1991) Birds-eye view showing the remnants of Dig Tsho Glacial Lake, Langmoche Glacier at the slope and the debris along the gully after the GLOF of 1985 (WECS 1991) Dig Tsho (Langmoche) Glacial Lake burst on 4 August 1985, destroying the nearly completed Namche Hydropower Plant (estimated loss of US $1.5 million), 14 bridges, trails, cultivated land and loss of many lives. Dig Tsho (Langmoche) Glacial Lake burst on 4 August 1985, destroying the nearly completed Namche Hydropower Plant (estimated loss of US $1.5 million), 14 bridges, trails, cultivated land and loss of many lives.
Glacial Lake Outburst Flood (GLOF) Glacial Lake Outburst Flood (GLOF)
SLIDE 8
Inventory of glaciers, glacial lakes and GLOF Inventory of glaciers, glacial lakes and GLOF
Dudh Koshi Basin 278 Glaciers (482.2 sq. Km) 473 Glacial lakes (13.07 sq. Km) 9 Potentially dangerous lakes
(Lumding Tsho, Dig Tsho, Chokarma Cho, Imja Tsho, Tam Pokhari, Hungu Lake, East Hungu 1, East Hungu 2, and West Chamjang)
SLIDE 9
Potentially dangerous lakes Everest region Potentially dangerous lakes Everest region
Three potentially dangerous lakes identified in the Everest region – Dig Tsho, Imja and Lumding Tsho
SLIDE 10 Growth of Imja and Digtsho Growth of Imja and Digtsho
Imja: Based on 2001 data (Yamada) Area = 0.83 Km2
- Avg. depth = 41m
- Max. depth = 90 m
Water volume = 35.8 million m3 Increase in area between 1991-2001 = 0.23 Km2 Dig Tsho: Area in 1962 = 0.2 Km2 in 1983 = 0.6 Km2 (before outburst) in 2001 = 0.35 km2
SLIDE 11
15 December 1962 Corona 15 December 1962 Corona
Imja Glacier Imja Glacier
SLIDE 12
02 December 1983 Space Shuttle 02 December 1983 Space Shuttle
Imja Glacier and Glacial Lake Imja Glacier and Glacial Lake
SLIDE 13
19 March 2001 IRS 1D Pan 19 March 2001 IRS 1D Pan
Imja Glacier and Glacial Lake Imja Glacier and Glacial Lake
SLIDE 14
29 November 2001 IKONOS Multispectral 29 November 2001 IKONOS Multispectral
Imja Glacier and Glacial Lake Imja Glacier and Glacial Lake
SLIDE 15
IKONOS image draped over DEM IKONOS image draped over DEM
SLIDE 16
Field Photo, April 2005 (Arun Shrestha) Field Photo, April 2005 (Arun Shrestha)
SLIDE 17
Field Photo (Arun Shrestha) Field Photo (Arun Shrestha)
SLIDE 18 Hydro-dynamic modeling of GLOF Hydro-dynamic modeling of GLOF
Topographic Information
- Topographic Information (DEM)
- Extraction of geometric and Hydraulic Information
(HEC GeoRAS)
- Topographic Information (DEM)
- Extraction of geometric and Hydraulic Information
(HEC GeoRAS)
SLIDE 19
Bathymetry of Imja Bathymetry of Imja
SLIDE 20 Input parameters Input parameters
Topographic Information
Cohesiveness 34 34 Internal Friction Angle (ø) 0.15 0.15 Manning's n of outer core 0.4 0.4 Porosity kg/m2 2000 2000 Unit Weight m 650 600 Dam length m 600 210 Dam width 1:6 1:1.7 Dam outside slope 1:8 1:0.47 Dam outside slope masl 4960 4360 Dam bottom elevation masl 5030 4395 Dam top elevation m 90 42.9 Lake maximum depth km2 0.86 0.4 Lake surface area Imja Dig Tsho Unit Values for GLOF Simulation Parameters/Input Data
SLIDE 21 Modeling GLOF Modeling GLOF
Topographic Information
- Dam Breach (NWS-BREACH)
- Dam Breach (NWS-BREACH)
SLIDE 22 Modeling GLOF Modeling GLOF
Topographic Information
- Dam Breach model outputs
- Dam Breach model outputs
30.5 231.0 m Final Width of the Top of the Breach 65.2 35.0 m Final Depth of the Breach 4982.3 4373.6 masl Final Water Level 5030.6 4395.0 masl Initial Water Level 3.2 2.0 hr Duration of the Outflow (Tout) 5463 5613 m3/s Maximum Outflow (Qmax) Imja Dig Tsho Unit Breach Output
SLIDE 23 Modeling GLOF Modeling GLOF
Topographic Information
- Flood Routing
- Flood Routing
2 3 4 5 6 7 8 9 5 10 15 20 25 30 35 40 Distance from Lake (Km) Flood Depth (m) Dig Tsho 2.00 3.00 4.00 5.00 6.00 7.00 8.00 9.00 10.00 10 20 30 40 50 Distance from Lake (Km) Flood Depth (m) Imja
SLIDE 24 Modeling GLOF Modeling GLOF
Topographic Information
- Flood Routing
- Flood Routing
SLIDE 25 Modeling GLOF Modeling GLOF
Topographic Information
- Comparison of model and observed values (Dig Tsho)
- Comparison of model and observed values (Dig Tsho)
SLIDE 26 If Imja Breaks… If Imja Breaks…
Topographic Information
Simulation of GLOF scenario from Imja Simulation of GLOF scenario from Imja
SLIDE 27 If Imja Breaks… If Imja Breaks…
Topographic Information
Simulation of GLOF scenario from Imja Simulation of GLOF scenario from Imja
SLIDE 28 Topographic Information
If Imja Breaks… If Imja Breaks…
GLOF vulnerability at Dinboche GLOF vulnerability at Dinboche
SLIDE 29
SLIDE 30
Flood arrival time (Imja) Flood arrival time (Imja)
5.71 5275.00 33.60 Nakchung 8.13 5297.00 30.00 Ghat 8.01 5304.00 28.80 Sano Gumela 7.76 5310.00 27.60 Thulo Gumela 8.47 5315.00 26.40 Gumela 9.29 5316.00 25.20 Bengkar 8.68 5329.00 22.80 Confluence 6.76 5374.00 14.40 Panboche 5.77 5382.00 12.00 Orse 8.12 5387.00 10.80 Chure 5.81 5401.00 8.40 Dinboche 3.92 5419.00 6.00 Dhumsum 5458.00 0.00 Imja lake outlet Flood Depth(m) Discharge (m3/s) Time(min) Place
SLIDE 31
Flood arrival time (Dig Tsho) Flood arrival time (Dig Tsho)
5.16 2145.00 60.60 Nakchung 5.49 2577.00 30.00 Confluence 4.97 2835.00 21.60 Pare 4.89 2888.00 21.60 Power House 5.42 2897.00 21.60 Thame 3.74 3100.00 17.40 Thyangmoche 4.58 3300.00 13.20 Hungmo 5.32 3592.00 9.00 Kamthuwa 4.19 4986.00 4.80 Langmucha 6.17 5610.00 0.0 Dig Tsho outlet Flood Depth(m) Discharge (cumec) Time(min) Place
SLIDE 32 Landslide Hazard Zonation Landslide Hazard Zonation
- Landslide Inventory
- Landslide Distribution
- Slope Stability Analysis
SLIDE 33 Landslide Inventory and Distribution Landslide Inventory and Distribution
- Topographic Maps (1:50000)
- Satellite Images (IKONOS, 2001)
- Aerial Photographs (Stereo Interpretation)
SLIDE 34 Landslide Inventory and Distribution Landslide Inventory and Distribution
(IKONOS, 2001)
SLIDE 35 Landslide Inventory and Distribution Landslide Inventory and Distribution
(1:50000)
SLIDE 36 Landslide Inventory and Distribution Landslide Inventory and Distribution
(Stereo Interpretation)
SLIDE 37 Landslide Inventory and Distribution Landslide Inventory and Distribution
Area 19 Average Width 18 Average Length 17 Longitude 16 Latitude 15 Weathering Condition 14 Slide Material Type (Lithology) 13 Slope Form & Aspect 12 Landslide Body 11 Landslide Depth 10 Contributing Factor 9 Slide Occur In 8 Hydro Condition 7 Estimated From 6 Slide Activity 5 Vegetation Condition 4 Type of Movement 3 Type of Material 2 LandslideID 1 Field Name Serial No
SLIDE 38 Slope Instability Hazard Slope Instability Hazard
Black Gneisses Himalayan Gneisses Migmatic Ortho Gneisses Augen Gneisses Leuco-Granite Everest Meta Sediments < 20.8 < 42.5 < < 24.4 < 42.2 < < 21.8 <42 < < 18.5 < 33 < Bare soil Rocks Moraine Snow Water
Lithology Land cover Slope Criteria
SLIDE 39 Lithology
Slope Instability Hazard Slope Instability Hazard
review and existing data sources
SLIDE 40 Slope
Slope Instability Hazard Slope Instability Hazard
SLIDE 41 Slope Instability Hazard Slope Instability Hazard
Legend Legend
Alpine grass and shrub Alpine grass and shrub Alpine meadow Alpine meadow Bare soil Bare soil Grass Grass Lower temperate broadleaf Lower temperate broadleaf Moraine Moraine Rock Rock Settlement/ agriculture Settlement/ agriculture Shrub Shrub Snow Snow Sub alpine mixed Sub alpine mixed Upper temperate conifer Upper temperate conifer Water Water
Land cover
(30 Oct 2000)
SLIDE 42 Slope Instability Hazard Slope Instability Hazard
Instability
Stable Low Moderate High
based on lithology, slope and land cover
SLIDE 43 Limitations Limitations
- Topographical information derived from DEM generated from
contour maps – all intricacies can not be captured
- Model parameters (geotechnical and hydraulic) either estimated or
taken from similar studies
- Only single scenario considered for each GLOF simulation - a
systematic sensitivity analysis needed select most sensitive parameters
- Detailed geological data of the area not available
- Information on land use practices not available
SLIDE 44 Conclusion Conclusion
- Natural processes have significant impact on ecosystem health as
well as livelihood of local inhabitants
- Modeling and simulation provides cost effective means to
understand the extent and impact of possible hazards due to these processes
- Hazard maps incorporating socio-economic and bio-physical
information provide valuable information for decision making in developing management strategies, tourism plans and physical infrastructure
- DSS based on Geo-Informatics and modeling tools can provide
effective support in planning and monitoring activities
SLIDE 45 Acknowledgement Acknowledgement
- Italian Partnership Initiative
- Dr. Arun Bhakta Shrestha, Lokap Rajbhandari
- Sagar Ratna Bajracharya, Samjwal Ratna Bajracharya
- Dr. Lhakpa Norbu Sherpa