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Probabilistic Flood Risk ModellingNovel methods and models for South-East Asia
09/07/2015© DHI #1
Erickson LanuzaEnvironmental Scientist, DHI Singapore
Avinash ChakravarthyWater Resources Engineer, DHI Singapore
Team DHIGregers JorgensenMark FieldingMichael MeadowsElena PisonTan Moi KhimOle LarsenJesper GroossMads RasmusenLu Li LeiJulien OliverRasmus Borgstrom
Introducing DHIThe expert in WATER ENVIRONMENTS
© DHI
DHI in short
We’re a research organisation21% of our resources are allocated to R&D to further our knowledge
Our people are highly qualified80% of our 1,100 employees hold an MSc or a PhD degree
We’re globalWe have more than 30 offices worldwide and experience from projects in over 140 countries
We’re an independent, private and not-for-profit organisation
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Our areas of expertise
Our in-house facilities and tools: physical scale model testing, laboratories, ballast water centres, survey and monitoring systems for field studies
Aquaculture and agriculture Energy Climate change
Coast and marine Surface and ground water Urban water
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MIKE by DHI software for water environments
The gold standard for modelling of all water environments
An extensive and global user community
Local support by experts
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MIKE CUSTOMISED by DHI tailor-made software solutions
Manage, organise and analyse large amounts of data
Make wise and robust water management decisions
Get the full benefit of real-time monitoring & early-warning systems
Optimise operations and planning
Early warning and forecast system in Slovenia
Optimised river operations inNew South Wales, Australia
Improved information
management in the Lake
Victoria Basin
Sharing water resources fairly in
the Nile river basin
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THE ACADEMY by DHI training and knowledge sharing
• Training courses and capacity building in more than 40 countries• Knowledge sharing through events• Global partnerships, including cooperation with major universities• Serious games
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Case Study – 2011 Thailand Flood
09/07/2015© DHI #8
2011 Flood• Worst flood in the last 5 decades. • Flooding persisted in some areas until mid-
January 2012.• Affected 65 out of 77 provinces, and resulted in a
total of 884 deaths.
• More than two-thirds of the country was inundated by flood waters
• The World Bank estimated a total economic loss of 47.5 Billion $
• One of the top five costliest natural disaster events in modern history worldwide.
2011 FloodExceptionally wet year over the whole Chao Phraya Basin
Source: Thai Met DepartmentTRMM Daily accumulation rainfall 05 Sept to 15 Sept 2011
Return period of monsoon rain: ~ 50 year?
Objectives
• Quantifying the flood risk in Thailand, Vietnam, Malaysia, Indonesia and Singapore
• Key activities include
Ø Development and application of probabilistic hazard modelling methodsØ Development of flood hazard models for large scale and complex floodplains (e.g. Chao Phraya
basin) making use of datasets from the public domainØ Development of a stochastic weather generatorØ Integrate hazard description with MR exposure and vulnerability data for underwriters
© DHI
Deterministic VS Probabilistic approach1 event scenario VS ensemble of scenarios to account for uncertainty and variability of events
09/07/2015© DHI #12
Sea level
Defense systems
Chao Phraya Basin• 162.000km2
• Mountainous in the north, flat alluvial plain in the south (app. gradient 1.5m/100km)
• 20 million people• High industrialization and urbanization rate
Topography of Bangkok area
Chao Praya Basin
Modelling challenges - Flood protection measures• Structural (e.g. dykes, storage areas) • Non-structural measures (e.g. diversion schemes flood retarding areas,
pumping stations, dams)
DHI Industrial Estates Flood Risk assessment 2008• Embankments protect for frequent events only (˂ 50 yr. RP)• Embankments not soundly engineered, maintained and accessible• Need for holistic flood management plans considering the basin scale• Preparedness and recovery planning has to be carefully considered
Hi-Tech IE
Hi-Tech IE
Hi-Tech IE
Nava Nakorn IE Bangkadi IE Bangkadi IE
Conceptual floodplain model
09/07/2015© DHI #15
SRTM not able to describe main flood plain features
Analysis and segregation of study areas
Workflow
Publicly available datasets
River and floodplain modelling
Hydrology Digital terrain and floodplain model
Stochastic structure failure
Stochastic weather generator
Result Processing and analysis
Result integration (MR Hazard)
© DHI
Analysis & Segregation of the Study Area
09/07/2015© DHI #17
GIS Processing
© DHI
© DHI #19
Population density raster (30m resolution) derived from:
• Settlement mapping (automated satellite imagery interpretation or readily-available existing classified imagery datasets settlement mapping –e.g. Landsat
• Enhanced Thematic Mapper, in some cases Open Street maps
• Gazetteer population number
Source and Methodology:http://www.andytatem.webspace.virginmedia.com/index_files/AsiaMethods.htm
09/07/2015
Population/Build-up Mask
09/07/2015© DHI #20
Analysis and segregation of priority areas
• 20% of exposed population covered by standard 2D model (small basin – medium exposure)
• 20% of exposed population covered by coupled RR-1D model (large basin – low exposure)
• 60% of exposed population covered by coupled RR- Quasi-2D model (large basin – high exposure)
09/07/2015© DHI #21
Fully Dynamic 2D
Modelling approaches
Coupled RR-1D Coupled RR- Quasi 2D
09/07/2015© DHI #22
River network and catchments
River network and cross sections
Interpolation of water level between cross sections superimposed on digital elevation model
Coupled hydrological and 1D hydraulic model – automated hydrodynamic model set-up
09/07/2015© DHI #23
Coupled hydrological and 1D hydraulic model – development of flood maps
Catchment ”backbone” approach of water level interpolation- Creates smoother interpolated raster- Ability to map wider floodplain
Flood Cell Processing
Improved Delineated Network
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Hydrodynamic model schematization
09/07/2015© DHI #25
• Automated: easy to replicate and update• Fast simulation time• Capture structures and simulate structure behavior
Detailed flood plain modelling – flood cell approach
09/07/2015© DHI #26
Detailed flood plain modelling – from index to flood map
Meso-scale Exposure modelsResidential
© DHI
Meso-scale Exposure modelsIndustrial
Input Data Weight
Industrial Commercial
Population Density 0.10 0.30 Industrial Estate 0.60 0.10 OSM Industrial 0.30 0 OSM Commercial 0 0.6
Example of potential weighting
© DHI
Hydrological modelling
09/07/2015© DHI #29
09/07/2015© DHI #30
Modelling approaches – Fully dynamic 2DDeveloping extreme rain events for catchment scales based on TRMM and Rain Gauge data
IDF Curves (Source: DID, TRMM) Areal reduction factors (Source: DID, AR&R)
09/07/2015© DHI #31
Modelling approaches – Fully dynamic 2D (MIKE 21)100Y rainfall event – application of area reduction factors – example from Malaysia
Flood depthNo areal correction applied
Flood depthAreal correction applied
Continuous Rainfall-Runoff/hydrological (RR) modelling
• Catchment based (lumped) conceptual model
• Adapted to long-term time varying runoff simulation
• Able to describe different hydrological regimes (steep slopes and flat plains)
• Linear reservoirs for ground- and surface water
• Calibrated against observed data
© DHI
Model discretization • Definition of 500+ sub-
catchments larger than 500 km2
• Each model individually parameterized based on land-use, slope and soil
• Models create 2000+ inflow points from sub-catchment > 70 km2 to 20.000+ km of rivers modelled
© DHI
Ground data - Discharge
09/07/2015© DHI #34
P73 [m^3/s]
1998 1999 2000 2001 2002 2003 2004 2005 2006 2007 2008 2009 2010 2011 2012 0
200
400
600
800
1000
1200
1400
1600
E23 [m^3/s]
1970 - 79 1980 - 89 1990 - 99 2000 - 09 0
200
400
600
800
1000
1200
Models are calibrated to observed data
Calibration
09/07/2015© DHI #35
NSE RMSE ME
Rain gauges (10 stations) 0.72 148.94 -0.16 TRMM 3B42 0.81 123.67 -0.01
TRMM 3B42RT 0.68 151.35 -0.24
Rain gauges TRMM 3B42 TRMM 3B42RT
Example of parameter adjustment as function slope, size and land-use characteristics
Limits for model parameters
Source: ESA
Distribution of hydrological model parameters
© DHI
Validation
Maximum Discharge @ Ubon Ratchathani
Modelled : 10,047 m3/sObserved : 10,015 m3/s
Event on Sept-Oct 2006 (Source: RID)
Simulated Runoff (TRMM)© DHI
GIS and spatial modelling for risk analysis and management
Hazard modellingStatistical tools and numerical engines (MIKE)
DSSProcessed informationRisk, Loss modellingCBA, MCATailored interfaceScenario management
Spatial modellingHazard screeningExposure, vulnerabilityPre-processingPost-processing
© DHI
Thank you !!