NEAR REAL-TIM E WATER RESOURCE M ODELLING David Fuller, Principal - - PowerPoint PPT Presentation

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NEAR REAL-TIM E WATER RESOURCE M ODELLING David Fuller, Principal - - PowerPoint PPT Presentation

NEAR REAL-TIM E WATER RESOURCE M ODELLING David Fuller, Principal Water M anagement & Technology Angus Swindon, National Director Power and Water OVERVIEW Entura >10 years experience in near real-time modelling Drivers - M


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NEAR REAL-TIM E WATER RESOURCE M ODELLING

David Fuller, Principal Water M anagement & Technology Angus Swindon, National Director Power and Water

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> power generation > flood forecasts > irrigation & power > water management

  • Challenges and Future Directions
  • Entura >10 years experience in near real-time modelling
  • Drivers - M ature system
  • Optimisation (water, energy, CO2)
  • Operational decisions
  • Dam safety
  • Lessons learned illustrated by four examples:

 Hydro-Tasmania Operations  Rowallan Dam Upgrade  M eander Dam Optimisation  M odular Software Systems

OVERVIEW

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HYDRO-TASM AN IA SYSTEM S

  • 30 power stations
  • 45 major lakes
  • 13,500 M m3/ yr

Inflow Forecasts:

  • Dynamic models

(Sharma et al 2005)

  • 7 day forecasts
  • 61 locations
  • 2 hourly updates
  • Input: Rainfall
  • Input: Streamflow
  • Input: SCADA
  • Weather forecasts
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W HY, W HAT & RESU LTS?

  • Increased value of data and information
  • Needs

 Reliable data capture  Rapid transfer from field  Automated quality checking  Integration with modelling systems

  • Led to:

 Electronic data capture  M ultiple communication systems  Remote monitoring and alarms  Ajenti Data M anagement System (ADM S)  Robust data storage  Improved modelling with dynamic data interfaces

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EXAM PLE 1: HYDRO TAS FORECAST U PGRADES

  • Small, steep, wet & responsive catchments
  • Key limitations of past weather forecasts

 Over-reliance on forecasters  Semi-quantitative, district scale  Limited coverage (only some HT catchments)

  • Emergence of Australian Digital Forecast Database :

 Gridded data  Two forecasts per day  Statewide coverage  Biased – downscaling & observed to forecast  Still influenced by forecaster “experience”

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RAIN FALL FORECAST BIAS CORRECTION

Daily 25% POE Daily 50% POE 3 hour M ean

100 100 100 100 100

Observed

Day 0 Day 1 Day 2 Day 3 Day 4

Forecast

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RESU LTS / CON CLUSION S

  • Gridded rainfall data is emerging technology.
  • Significant improvement on previous forecasts.
  • Good reliability and consistency of forecasts.
  • Needs careful bias correction.
  • Not a substitute for local observations.
  • Careful adoption and adaptation of data is appropriate.
  • Recent studies suggest forecasters may be over-riding

large modelled rainfall forecasts!

  • What opportunities to remove the forecaster for
  • perational model purposes?
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EXAM PLE 2: ROW ALLAN REFURBISHM EN T

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LAKE ROW ALLAN U PGRADE

Need:

  • 43m clay-core dam
  • High hazard
  • Piping failure at interface

right spillway wall & embankment

  • Replace 2 sections of dam

– core & filters.

  • Reconstruct upper portion
  • f dam crest
  • M inimise risks during

construction – safety & cost. Solution:

  • Sheetpile wall
  • Lake drawdown
  • Emergency backfill
  • Customised flood warning

system + trigger or review actions.

  • M odel performance critical:

+ reliability/ redundancy. + accuracy. + avoid false alarms + avoid costs.

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ROW ALLAN – CU STOM FLOOD FORECASTS

  • Development of bespoke flood warning model using

Hydstra M odelling.

  • Rainfall network and sensitivity testing, alarms and

replacement as necessary (Ajenti).

  • M odel constructed based on back calculation of

recorded storage levels and discharges plus rainfall records (20 years).

  • Shuffled complex evolution algorithm for parameter
  • ptimisation.
  • Commercial contract with BoM for numerical weather

forecasts and briefings on weather conditions.

  • Customised bias correction.
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ROW ALLAN – M ODEL OU TCOM ES

  • 10 day probabilistic forecasts with variable trigger levels

depending on stage of construction.

  • Tolerances within –0.22m and +0.28m storage level.
  • Disseminated by SCADA and SM S to operators, dam

safety engineers and site personnel.

  • End-to-end test of model prior to start of work.
  • Excellent performance.
  • Rain gauge replacement triggered.
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EXAM PLE 3: M EAN DER DAM

Need:

  • Reliable irrigation delivery
  • M inimise releases
  • Demonstrate efficiency
  • M aximise hydropower
  • M onitor water quality
  • M aintain environment
  • Report to regulators, etc.
  • Invoicing
  • Flexible / adaptable solution

Solution:

  • Ajenti system
  • Links to SCADA, BoM ,

DPIWE, HT gauges & water meters

  • Optimise within constraints
  • OPSIM model
  • Customised interface(s)
  • Transparent operation
  • IE Aust National Award
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M EAN DER DAM – IRRIGATION & POW ER

Ajenti TRX Ajenti TRX M eander Dam Irrigation Network M eander Dam SCADA S ystem Private 3G Hosted Network Bureau of M eteorology “ The Cloud” Ajenti ADM S Entura: M anage M onitor Respond Irrigation Operations OPSIM M odel Ajenti Databridge

Alarms SM S, email Forecast Data

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EXAM PLE 4: AFRICAN W ATER M AN AGEM EN T

Need:

  • Integrated data capture
  • M ultiple data sources
  • Robust data management
  • Integrated with modelling
  • Near-term forecasts
  • Long-term forecasts
  • Invoicing
  • Flexible / adaptable solution

Solution:

  • Use existing tools
  • Careful design stage
  • Fit for purpose
  • Open, modular approach
  • Redundancy built-in
  • Customisable interfaces
  • Adaptable to latest research
  • Consider long term support
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African Water M anagement System

Dashboards & Invoicing Drought Forecasts Flood Forecasts Browser Access Data & Graphics M obile Apps Water M anagement Plans

Requirements: Data Sources? Solution?

Satellite Data Products Water M eters M obile Field Data Loggers T elemetry

SCADA

M et. Forecasts Aquarius Time Series Ajenti DM S & Ajenti DataBridge AFDM Aquarius Forecast etc. eWater Source etc. Data Transformation Aquarius WebPortal

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W HAT HAVE W E LEARN ED?

  • Increasing value of data & information.
  • Data collection – from regular to reactive

– from silos to sharing.

  • Robust systems increase data access, reliability and use.
  • Numerical weather predictions & satellite data

 Increasing availability.  Enhance local data collection.  Not alternatives or replacements.

  • M odular software and modelling

 Don’t reinvent the wheel!  Ajenti Data M anagement System (ADM S)

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CHALLEN GES AHEAD

  • Focus on tools for water managers and operators

 What do they need?  How will they use it?  Don’t forget the need to review history!

  • Ensemble forecasts

 data, speed, processing power.

  • What role for forecasters?
  • M odular software and modelling

 Open systems using appropriate models.  Secure data transfer  Software maintenance and support.

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THAN KYOU

David Fuller – Principal Water M anagement & Technology E: david.fuller@ent ura.com .au P: +61 438 559 763 Angus Swindon – Director Power and Water E: angus.sw indon@ent ura.com .au P: +61 6245 4335