Bob Adler [email protected]Yang Hong and George Huffman NASA Goddard Space Flight Center, Greenbelt, MD 20771 National Aeronautic Space Administration National Aeronautic Space Administration Goddard Space Flight Center, Greenbelt, Goddard Space Flight Center, Greenbelt, Maryland 20771 Flood and Landslide Applications of High Time Resolution Satellite Rain Products
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Bob Adler Robert.F.Adler@nasa Yang Hong and George Huffman
National Aeronautic Space Administration Goddard Space Flight Center, Greenbelt, Maryland 20771. Flood and Landslide Applications of High Time Resolution Satellite Rain Products. Bob Adler [email protected] Yang Hong and George Huffman - PowerPoint PPT Presentation
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Yang Hong and George HuffmanNASA Goddard Space Flight Center, Greenbelt, MD 20771
National Aeronautic Space AdministrationNational Aeronautic Space Administration Goddard Space Flight Center, Greenbelt, Goddard Space Flight Center, Greenbelt, Maryland 20771Maryland 20771
Flood and Landslide Applications of High Time Resolution Satellite Rain Products
Motivation:
• Floods and landslides associated with heavy rainfall impact more people globally than any other type of natural disaster
• Detecting or forecasting such events globally is important to understand the causative processes, for mitigation, and potentially for warning
• Insufficient in situ data, long delays in data transmission and absence of data sharing in many trans-boundary river basins
• Recent satellite remote sensing data sets of precipitation and land surface characteristics (e.g., elevation, soil conditions, vegetation) are now available for research and potential applications in this area.
In this talk:
• A framework for global flood estimation
• A global landslide forecast technique--in early test phase
Global Monitoring/Warning Systems for Floods and Landslides
A Framework For Global-scale Flood Detection System
From Space-borne Rainfall to Flood Potential Mapshttp://trmm.gsfc.nasa.gov
Simple rain amount thresholds: 24 hrs
ending 28 Oct. 2005 0000GMT
Threshold: 35 mm
131 mm MADRAS 214 mm NELLORE 234 mm CUDDAPAH 336 mm (13”) TIRUPATHI
From web site text page:
24 hr rainfall
NEWS STORY:More than 100 die in India floods More than 100 people have died in five days of heavy rains in the southern Indian states of Tamil Nadu and Karnataka, officials say.
More than 50,000 people have been evacuated from their homes in affected areas of Tamil Nadu.
Thousands of people have been displaced and air, rail and road services hit.
24 hrs ending 0300 GMT 19 Oct.
Potential Flood Areas from TRMM Web Site
http://trmm.gsfc.nasa.gov
Module 2: Development of Hydrologic Parameters at global scale Geospatial Database
(a) USGS GTOPO30 DEM (1km) (b) NASA SRTM DEM (30- or 90-m)
Topography Parameters:
Puerto Rico SRTM DEM (30-meter) Derived Slope (degree)
SRTM--Shuttle Radar Topography Mission
Global Slope (degree) Flow Accumulation (upper stream)
Global River NetworkFlow Length (cell to watershed outlet)
Module 2: Development of Hydrologic Parameters at global scale Level II Derived Flow Routing Parameters
Module 2: Development of Hydrologic Parameters at global scale Geospatial Database (not from satellite information)
Soil Parameters:
(b) Clay (%)
(c) Sand (%) (d) Silt (%)
(a) Soil Texture (b) FAO Soil Type Classification
Land Use/Vegetation Information from NASA MODIS
Spatial variation: each cell has its own CN Time-variant: Antecedent Precipitation Index
Surface Runoff Generated by uniform Rainfall (=100mm/hr) at normal moisture condition
Module 3: Distributed Macro-scale Hydrological Model
Step I: Rainfall-infiltration Partitioning (Distributed and Time-variant)
Step 2: Flow Routing using Macro-scale Cell-to-Cell Algorithm
Step 3: Grid Point Hydrographs--Flood Inundation Mapping
Rain-InfiltrationPartitioning
Qi
Pi(t)
Iii(t) Oik(t)QkQi
Grid-based Water Balance Model
Basin-based WaterBalance Model
Constraints: computational efficiency, simplification of channel and hydraulic parameterization
Qi
Pi(t)
Iii(t) Oik(t)QkQi
Cell-to-Cell Flow Routing )()()()()( tEtOtQtIdt
tdSiiki
jji
i −−+=∑Cell-based Water Balance Model
Routing ParametersCell-based: Slope, soil type, Hydrologic conductivity, Porosity, Field Capacity, effective depth of soil column, flow direction, velocity, hydraulic radius, roughness coefficient, antecedent precipitation index;Watershed-based: flow length, area, flow accumulation, concentration time, flow time
Basin Rainfall (mm)
Water Depth [lower basin] (mm)
Case Study: Yangtze River flooding in Sept. 2005
Yangtze Basin-averaged Hydrograph for 2005
Water depth exceeding threshold= flood
Sept 01----- 05 (day)
Verified by Dartmouth Flood Archive and News: Sept 01-05, 2005 China – Typhoon Talim caused flooding and landslides. 129 dead, 30 missing. 1.84 million people evacuated. 62,000 houses collapsed, US$960 million damages.
Basin Area: 1,722,155 km2
Population: 386 million
Lower Basin
Preliminary Case StudiesYangtse River Basin Cell-based Flow Routing
Landslide Susceptibility Category-1: Water Bodies0: Permanent Snow/Ice1: Very Low Susceptibility2: Low Susceptibility 3: Moderate Susceptibility4: High Susceptibility (yellow)5: Very High Susceptibility (orange)
Landslide Susceptability Map
Hong et al., Submitted to J. of Natural Hazards
DEM, Slope, AspectTopography
Curvature, Concavity
Morphology
Lithological makeup Geology
Sand, Foam, Silt, ClaySoil Property
Shrub, barren, urbanLand Cover
e.g., Soil MoistureHydrology
Surface controlling factors
Percentage of Grid Boxes in Each Category
(a) (b)
Hour Day
Influence of Rainfall Characteristics on the Timing and Occurrence of Landslides
Philippines Landslide and TRMM Rainfall Accumulation
Philippines
Feb 8-17, 2006
1500 Deaths
Note that bars are the rainfall intensity and star denotes the timing of landslide occurrence.
TRMM Near Real-Time Rainfall at location 76.875 W, 4.125 N, April 13, Columbia 1) the last 24 hour rainfall accumulation > 103mm 2) The Susceptibility Map shows high or very high susceptibilityNews Report: 13 Apr 2006, At least 34 people missing in Colombian mudslide
Summary and Future Work
NASA-based data sets of near real-time precipitation observations and land surface characteristics are being combined to develop a Flood and Landslide Monitoring Systems.
Next: 1) Evaluation/implementation of the first-cut, experimental systems for user
feedback (January 2007 is goal to have real-time experimental systems running in real-time);
2) Flexible Module Structure: open for new component plug-ins for testing;
3) Use of multiple precipitation estimates for ensemble forecasts;
4) Use of NWP model(s) precipitation forecasts to lengthen forecast applicability
NASA TRMM-based Global-scale Flood/landslide System
Watershed-based VIC Simulation (1998-1999): La Plata Basin5000+ Water basins derived from DEM