Advancements in FloodFlash Flood Forecasting Using the Site Specific SACSMA Headwater Model - PowerPoint PPT Presentation

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Advancements in FloodFlash Flood Forecasting Using the Site Specific SACSMA Headwater Model

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Optimizing Flood Forecasting with the Site Specific Headwater Predictor. 3. Hydrologic ... SAC-SMA forecasts crest height more accurately ... – PowerPoint PPT presentation

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Title: Advancements in FloodFlash Flood Forecasting Using the Site Specific SACSMA Headwater Model


1
Advancements in Flood/Flash Flood Forecasting
Using the Site Specific SAC-SMA Headwater Model
Ohio Severe Weather Symposium April 7,
2006 Jim Noel Ohio River Forecast Center
1
2
Optimizing Flood Forecasting with the Site
Specific Headwater Predictor
Reservoir Releases
Satellite Data
River Gage Data
Precipitation Estimates
Radar Data
Snow Cover/ Melt Data
Precipitation Forecasts
RFC/Probabilistic
WFO Site Specific
2
3
Where does SSHP fall within the NOAA/NWS
Hydrologic Services
WFO Flash Flood Monitor and Prediction
RFC NWSRFS/ESP/Probabilistic
WFO Site Specific Flood and Flash Flood
Application
3
AHPS
4
Site Specific Model Recent Historic Overview

Headwater Tables
SSHP API-MKC
SSHP SAC-SMA
4
5
Site Specific Model Overview
  • Designed to replace headwater guidance
  • - Mainly for basins 200 sq miles or less
  • - Mainly for time-to-crest of 12 hours or less
  • - Not designed for routed water basins
  • - Visually-oriented product
  • Improves headwater crest timing through higher
    temporal resolution.

5
6
Site Specific Model HeadWater Guidance
6
7
Site Specific Model Applications
  • Allows for graphical look at hydrograph
    forecasts
  • Quick headwater forecasts
  • Integrate into NWS RiverPro for WFO FLWs/FFWs
  • Integrate into Advanced Hydrologic Prediction
    Service (AHPS)
  • Integrate into WFO Flood Watches

7
8
Site Specific Model AHPS
8
9
Site Specific Model AHPS
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10
Site Specific Model Text FLW from RiverPro
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Site Specific Model API Strengths/Weaknesses
  • Development time is fast!
  • Requires much more WFO interaction with FFG
  • 1-hr FFG values tend to cause over-forecast
    crests, sometimes significantly (minor versus
    major)
  • Must select FFG value from beginning of first
    event for multiple rainfall events
  • Knowledge of other hydrologic parameters
  • RFC staff that continues losing knowledge of API
    in operational setting
  • API based on Kansas City API model parameters
    that are not as applicable to other basins.

11
12
Site Specific Model SAC-SMA Strengths/Weaknesses
  • More accurately forecasts crests of flood events
  • Requires little WFO interaction except for
    rainfall QC
  • RFC staff that is very knowledgeable on SAC-SMA
  • SAC-SMA model parameters based on RFC
    calibrations for each specific basin modeled.
  • Requires slightly more development time per SSHP
    site when using RFC 6-hr SACSMA parameters (less
    than 5 person hours)

12
13
Site Specific Model SAC-SMA Development Process
  • 1-hr unit hydrograph
  • Basin boundary
  • Rating Curve
  • SAC-SMA parameters (NWSRFS/OFS)
  • SAC-SMA states (OHRFC script)
  • Flood Stage WFO requirement

13
14
SSHP SAC-SMA Basins
14
15
Site Specific Model Case Studies from OHRFC
  • Looked at 30 events from June 2005 to March 2006
  • All but one crest forecast better in SAC-SMA
    version
  • Several crests differ by more than 5 feet (minor
    versus moderate/ major flood forecasts
  • Recession forecast better in most cases by
    SAC-SMA
  • API version reasonably close to SAC-SMA version
    if hydrologic parameters are modified to reflect
    event (manual intervention and requires
    hydrologic knowledge)

15
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Site Specific Model Comparison of
SAC-SMA/API-MKC Some very recent
examples LRHI3/WYNI2/DEPI3/SBVI3

16
17
Site Specific Model March 7-13 Heavy Rain Event

17
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Site Specific Model SACSMA LRHI3

18
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Site Specific Model API LRHI3

19
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Site Specific Model SACSMA WYNI2

20
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Site Specific Model API WYNI2

21
22
Site Specific Model API WYNI2

22
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Site Specific Model SACSMA DEPI3

23
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Site Specific Model SACSMA DEPI3

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Site Specific Model SACSMA ALPI3

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Site Specific Model SACSMA SBVI3

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Site Specific Model Summary
  • SSHP huge advancement from old text product and
    tables to graphical based forecasts for fast
    responding streams and small rivers.
  • Able to fully integrate SSHP into end-to-end
    process from forecasts to warnings.
  • Without any manually intervention, SSHP SAC-SMA
    usually produces better results than API-MKC
    version.
  • Both SAC-SMA and API-MKC forecast timing of
    headwaters basins better than RFC NWSRFS
  • SAC-SMA forecasts crest height more accurately
  • SAC-SMA is more hands-off allowing for more time
    at WFO for other operational needs

27
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