Acoustic Telemetry Efforts and The Atlantic Cooperative Telemetry Network:
Introduction to Integrated Catchment Modelling · •Sewer network is typically combined system...
Transcript of Introduction to Integrated Catchment Modelling · •Sewer network is typically combined system...
September 26, 2019 Juan Gutierrez Andres
Flood and water management in UK :Integrated Catchment Modelling in complex Urban Environments
Lessons learnt and UK and worldwide cases studies
© HR Wallingford 2019
Taiwan-UK Technology Exchange Event in Smart Water Management (London - 9th April 2019)
01/10/2019
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Kaohsiung Water Forum: 28-30th April 2019
01/10/2019
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Flooding in urban areas:a complex problem
Many potential sources of flooding
• River flooding
• Foul sewers
• Storm drainage
• Surface water
• Groundwater
• Failure of water retaining structure –
dam / reservoir, canal
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2007 UK Floods: Review by Michael Pitt
UK Government Directives require that
utility companies and city authorities now
strictly control and manage their drainage
networks.
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UK Water Quality Standards
Discharges from:
• Outfalls
• Overflows (CSOs)
1. Bathing Water Directive (overflow discharge frequency)
2. Urban Wastewater Treatment Directive (sewage treatment for urban areas)
3. Shell Fish Directive (overflow discharge frequency)
4. Water Framework Directive (improving water quality of rivers, lakes, etc.)
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The ability to simultaneously represent all flow paths
Requirement : To model “all sources” of flooding.
Solution : Fully Integrated Catchment Analysis.
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Integrated Catchment Modelling (ICM)
The first software in the world to
successfully combine advanced
modelling requirements in a single
application with one simulation engine.
(Previously used separate programs)
Estuary
Surface runoff
Groundwater
Evaporation
Precipitation
Coast
Evaporation
Piped
drainage
systems
Rivers
Overland
flooding
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Models inside of InfoWorks ICM
Hydrology
1D Rivers (non
prismatic)
1D Pipes (prismatic)
Overland flows
2D
2019/10/1
Water Quality
ICM LiveLID
Planning tool Flood forecasting tool
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1D and 2D Modelling
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1D engine for piped networks and river networks
2D engine for floodplain and above-ground systems (overland
flow) & non-1D flow around structures
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2D
surface
1D
system
2D
surface
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Integrated Catchment Model
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•河道(River)
•桥(Bridget)
•水闸(gate)
•漫堤/溃堤造成的洪水(flooding due to overflow
and pipe breaching)
Example of 1D River Model
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Example of 2D river model
Nistru upstream of Dubasari
◼ Detailed
representation of
complex flows in
floodplain
◼ Realistic interaction
between channel
and floodplain (i.e.
including
momentum)
Flow depth (m)
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Flow depth (m)
PRELIMINARY
Outcome examples
Nistru downstream of Dubasari: flow depth for 2010 (no defence)
Full 2D model covering 3,900km2 :
◼ Integrated river and floodplain representation
◼ Includes fluvial section, delta and estuary down to the Black Sea
◼ Includes details down to 20m2
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Example of a 2D sudden dam break
01/10/2019
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Example of 2D water quality
01/10/2019
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Example of LID in 2D
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Thames Water
Overview of Thames Water
• In terms of customers, Thames Water is the largest water company in the UK.
• Includes London, Oxford, Reading, High Wycombe, Swindon…
• System divided up into a series of models
• Several models for London
• Other catchments as individual models
• Sewer network is typically combined system
Thames Water - InfoWorks ICM Models
• Very large models; upwards of 40000 nodes.
• Models simplified for use in real time systems
4th September 2019 Active System Management Page 19
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Thames Water: London Models
4th September 2019 Active System Management Page 20
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London Intercepting Sewers
05/02/16 Page 21
Bazalgette’s
sewers still provide
the backbone of
the present system
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The need for the project
• When designed, overflow events would have happened once or twice
a year. It now happens every week, on average.
• Key numbers
• 39 million: cubic metres of combined sewage discharged to tidal River
Thames in a typical year
• 50-60: CSO discharge event in a typical year
05/02/16 Page 22
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The Thames Tideway Tunnel
05/02/16 Page 23
Length: 25 kilometres,
following the river
Gradient: Main tunnel
falls one metre every
789 metres
Total volume: 1.6 million
cubic
metres (include Lee
Tunnel); but
operationally 80% used
Internal diameter: main
tunnel 7.2/6.5 metres
Lee Tunnel
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The Solution: London Tideway Improvements
05/02/16 Page 24
Riverside
Long ReachMogden
Crossness
Sewage Works Upgrades – £700m
Lee Tunnel – £600m
Thames Tideway Tunnel – £4.2b
Beckton
3 part solution
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Typical year:CSO compliance to UWWTD
Compliance test procedure (CTP):Dissolved oxygen standards compliance
Annual series (1970-2014+):Operating variability
Design storms:All of the above; plus 2-year to 30-year events
with various durations
Resilience to changing conditions:Population growth for change to dry weather flow
Land use modification for change to rainfall-runoff
Rainfall change for effects on rainfall-runoff
Temperature change for effects on dissolved oxygen levels
TTT Catchment models: Simulates how the ‘system’ reacts to rainfall producing runoff
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Thames Water Live system- ICMLive
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What is operational flood forecasting?什么是实时预测
Data
Prediction tools/实时预测系统
Operational forecasts/预测
Radar/雷达预测Telemetry/远传•Rain gauges/雨量计•Water levels/水位•Flow meters/流量计•Pump operation/水泵运行•Gate movements/阀门开度
InfoWorks ICM model 系统模型
Operational choices/预测
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Shanghai pilot study
Yangpu District, Northern East Shanghai, 60 km2Ground level of 3.0~5.0m
Annual rainfall 1210 mm
Average 2 typhoon each year
26 rain gauges
25 drainage systems
11 manhole level monitor
SCADA system:
pump level, status, rain
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Catchment model
Nodes = 13,616
Pipes = 14,120,
pipe length 360km,
pipe size 150~3000
Pumping station 27(139 pumps)
Subcatchments 3505
Maisha
Typhoon
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Spatial TSDB: shanghai met forecast radar data(6h-72h);
Scalar TSDB: rain gauge, monitored level, pump status
Run interval: 3 h
Forecast period: 24h
Result export: level, flow, 2D depth
in operation since June,2017
ICMLive Model
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Live Model data flow
Information
center
Radar rain
forecast
Flood depth
Shanghai Met
ICMLive Model
Telemetry
data/SCADA
Water authority
Flood risk system
Hazard warning system
Simulated level, flow,
flood depth
© HR Wallingford 2019Pushing the Boundaries with ICMLive - International examples of ICMLive Page 326 December 2018
Results dissemination
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Shanghai Met Control Room
Page 336 December 2018
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Lessons learnt over the last 10 years
10 years ago we had separate models for:
• Pipe systems (1D)
• River systems (1D, sometimes 2D for small reaches)
• Overland flows & Flood plains (2D)
Modelling teams specialized in one single area
• Tools were driven the solution
• Lack of understanding of the other areas
• Difficult to have a general view
• Solutions were sometimes partial solutions
Complex urban areas
• There is a dynamic interaction between those systems (pipes, rivers, flood plains/overland flows)
• We (might) need a holistic approach to tackle problems
Possible solutions:
• Keep independent and feed back results from one to another.
• Coupled different tools so they can run together.
• Developed new tools that erase those boundaries and can work for all those traditional separate areas of expertise: Integrated Catchment Modelling (ICM)
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Not very efficient!
More efficient but still does not solve all the issues!
More flexible and efficient!
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Integrated Modelling of large urban areas
Single tool to represent all the sources of flooding
• Holistic solution to flooding problems when needed.
• Flexibility to use the right tool for the right application.
• More efficient for modelling teams
Sophisticated tool to deal with large data sets
• User friendly-steep learning curve (complex does not necessarily means complicated).
• Import data efficiently
• Flag missing and suspicious data
• Fill gaps and cleanse data
Robust hydraulic engine
• Sensible run times (many simulation or long time series runs needed)
• Minimize instabilities
• Accurate
Powerful visualisation of all source of flooding results
• Graphical
• Map generation
• Statistical analysis
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29th April 2019
Thank you
Juan Gutierrez Andres