Agricultural and Biological Engineering Agricultural and Biological Engineering
Use of Intra Seasonal and Seasonal Forecasts to Reduce Risk in - - PowerPoint PPT Presentation
Use of Intra Seasonal and Seasonal Forecasts to Reduce Risk in - - PowerPoint PPT Presentation
Use of Intra Seasonal and Seasonal Forecasts to Reduce Risk in Regional Public Water Supply Management Chris Martinez University of Florida Agricultural and Biological Agricultural and Biological Engineering Engineering Overview Project
Agricultural and Biological Engineering
Overview
- Project Partners
- Project Background & Goals
- Methods
- Results
- Lessons Learned
- Relevance
Funded by NOAA’s Climate Program Office SARP-Water program
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Background
- Current sources:
- Groundwater (13 wellfields)
- Tampa Bypass Canal/Hillsborough River
- Alafia River
- C.W. Bill Young off‐stream reservoir
- Desalination Plant
1998 2008 2012
Percentage of Water by Source
100% 61% 11% 28% 45.5% 45.5% 9%
Groundwater Permit
192 MGD 158 MGD 121 MGD 90 MGD Pre‐1998 1998 2002 2008
(12-month moving average)
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Source Allocation Decisions
- Multiple decision scales:
- Water year plan (6‐months prior)
- Month to month adjustments
- Operational decisions (weekly)
- Multiple constraints:
- Permitted groundwater (12‐month moving average)
- Minimum streamflows
- Streamflow extraction ratio (maintain Fluoride limit)
- Costs of different sources
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Project Goals
- Integrate forecast information into decision making
– Multiple temporal scales – Relevant spatial scales – Integrate forecasts into suite of models used by Tampa Bay Water
- System‐wide Decision Support
– What is the system‐wide benefit/risk of adopting forecast information? – What is the reliability of the current system? – Value judgments under different scenarios?
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Links Between Climate/Hydrologic Information and Decisions by Tampa Bay Water
Decision Required Information Climate/Hydrology
Set Prices and monthly Source Allocation for water-year Update water-year Allocations
Time-Scale
18 months in advance Monthly,
- ut to 12
months Operational Allocations Weekly,
- ut to 4
weeks
- Estimate of initial reservoir volume
- Scenarios of historical conditions
- Demand forecasts
- Precipitation and Streamflow
forecasts
- Precipitation, Streamflow and
Demand forecasts
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“Typical” Water Year
- Estimate of end of year reservoir level needed for plan for next water year
Oct --- Nov --- Dec --- Jan --- Feb --- Mar --- Apr --- May --- Jun --- Jul --- Aug --- Sep
Reservoir Max Using Reservoir Filling Reservoir Reservoir Min Max Groundwater use Max Direct Surface Water use
- Greater than expected groundwater pumping impacts next water year plan
- Seasonal forecasts can be used to determine expected
higher/lower groundwater pumping in winter months
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Different Products for Different Time‐ Scales
- Operational – Ensemble Precipitation,
Streamflow and Demand forecasts derived from medium‐range forecast products
- Monthly/Seasonal – Probabilistic Precipitation
and Streamflow/Withdrawal Climate‐based Forecasts
- Water‐Year – Decision Support, taking into
account previous and next 12 months
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Operational Time‐scale
Current Forecast Historical Forecast Analogs Historical Observations (Stations or NARR)
- Forecast analogs using
the ESRL/PSD GFS Retrospective forecast archive
- 1‐15 day
- 2.5° x 2.5°
- 1979‐present
- Analog selection can be
tailored to need
Ensemble of Hydrologic Forecasts
- +/‐ 30 day search window
- 100 analog forecasts
http://www.esrl.noaa.gov/psd/forecasts/ reforecast/
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Precipitation Forecast Skill
‐0.05 0.05 0.1 0.15 0.2 0.25 0.3 0.35 J F M A M J J A S O N D CRPSS
24‐hr 48‐hr 72‐hr 5‐day week‐1 week‐2
‐0.05 0.05 0.1 0.15 0.2 0.25 0.3 0.35 J F M A M J J A S O N D CRPSS
Day 1 Day 2 Day 3 Day 5 Day 7 0.2 0.4 0.6 0.8 1 1 2 3 4 5 6 Forecast Observation
F(x) x
[ ] dx
(x) F F(x) CRPS
2
- ∫
∞ ∞ −
− =
CRPSS: Continuous Ranked Probability Skill Score
Ref Forecast
CRPS CRPS 1 CRPSS − =
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Monthly/Seasonal Time‐scale
- Forecast analogs using CFS retrospective
forecast archive http://cfs.ncep.noaa.gov/
– Week 2 – Monthly – Seasonal
- Climate‐based probability of exceedance
streamflow forecasts
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Probability of Exceedance Streamflow Forecasts
Posterior probability of streamflow conditioned on predictor Streamflow Forecast Streamflow Exceedance Probability (%) Season Lagged Niñ03.4
Correlation of Streamflow w/ ENSO
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Decision Support + Scenarios
- Inputs:
– Forecasted Demand – Forecasted Withdrawal
- Outputs:
– Optimized source‐water allocations based on preferences/constraints – End of year reservoir volume
Agricultural and Biological Engineering
Lessons Learned
- There is a learning curve associated with using
weather/climate datasets!!! (for hydrologists/engineers, at least…)
- Limited number of forecasted variables
archived in retrospective archives may limit usefulness
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Relevance
- Tools/approaches that can easily be replicated