Title: Improving Flash Flood Services
1Improving Flash Flood Services
- Mary Mullusky
- National RFC Hydrologic Services Program Leader
- Hydrologic Services Division
- Office of Climate, Water and Weather Services
National Hydrologic Program Managers
Conference July 10, 2007
2Outline
Improving Flash Flood Services Outline
- AHPS Flash Flood Services Theme Team
- Flash Flood Services Projects
- QPE/QPF Improvements
- FFG Improvements
- FFMP Improvements
- Site Specific Hydrologic Predictor Improvements
- Dam Break Tools
3Outline
Improving Flash Flood Services AHPS Flash Flood
Services Theme Team
- FY07 Team Process
- Team evaluated over 20 AHPS flash flood projects
- Team prioritized projects and created funding
proposals - Team leader presented proposals to the AHPS
Program Coordinator and the AHPS Review Committee
- Hydrology Program Manager has final authority
- Team Members
- Mary Mullusky (NWSH/HSD)
- Bill Lawrence (ABRFC)
- Peter Ahnert (MARFC)
- Greg Smith (CBRFC)
- Brian McInereny (WFO Salt Lake City)
- John Woynick (WFO Topeka)
- Frank Bell (WGRFC)
- George McKillop (ERH/HSD)
- Ernie Wells will be FY2008 team leader
- Technical Representatives
- David Kitzmiller (NWSH/OHD)
- Seann Reed (NWSH/OHD)
- Ed Danaher (NCEP/HPC)
- Mark Glaudemans (NWSH/OHD)
- Mark Fresch (NWS/OHD)
- Reggina Cabrera (NWS/OHD)
- Tom Donaldson (NWSH/HSD)
- Tom Filiaggi (NWSH/MDL)
- Ken Howard (NSSL)
4Outline
Improving Flash Flood Services QPE/QPF
Improvements
- Super Resolution (Build 10, AWIPS OB 8.2)
- increased reflectivity data resolution from 1 km
to ¼ km - increase azimuthal resolution of reflectivity,
velocity and spectrum width from 1 to 0.5 - extend the range of Doppler data from 230 km to
300 km - Derived products will not use super resolution in
this build - Nexrad Product Improvement recently tasked OHD to
compare derived precipitation products from super
resolution and standard resolution
5Outline
Improving Flash Flood Services QPE/QPF
Improvements
- Dual Polarization (Build 11, AWIPS OB8.3 2 year
deployment)
- Improved precipitation estimation, Improved data
quality, improved hail identification, and
hydrometeor classification - 1 degree by ¼ km data for base products and most
derived products - DHR will still exist (for now)
- DPR (Digital Precipitation Rate) is the dual
polarization replacement product for DHR - FFMP Advanced Design (AWIPS OB 8.3) should be
able to ingest DPR for monitoring and display
6Outline
Improving Flash Flood Services QPE/QPF
Improvements
- Enhanced Multisensor Precipitation Estimation
(EMPE) (AWIPS OB8.3)
- High resolution rain rate and precipitation
accumulation grids - spatial resolution 1/4 HRAP mesh length (1x1
km) - Update frequency configurable up to 5 minute
intervals - DHR used to create radar rain rate estimates
- Gages are NOT used in this version of EMPE,
however the MPE gage-radar bias table can be used
in rain rate and accumulation estimation - Dual Polarization DPR NOT used in this version of
EMPE
7Outline
Improving Flash Flood Services QPE/QPF
Improvements
- Multisensor Precipitation Nowcaster (MPN) (AWIPS
OB9.0) - An extrapolative forecast of the reflectivity
field valid for the next hour, updated every 15
minutes on an HRAP grid. Additional fields for
AWIPS display include - 1-hour radar precipitation accumulation forecast
(with and without bias correction) - Instantaneous rain rate forecasts at 15 minute
intervals out through 1-hour (with and without
bias correction) - RFC MPE Mean Field Bias to WFO (AWIPS OB8.2)
- WFO operators can select which RFC bias message
to receive and which bias message to send to the
RPG - NMQ/Q2 infusion into NCEP (no targeted build)
- Probabilistic QPE (no targeted build)
8Outline
Improving Flash Flood Services FFG Improvements
Length to divide
Slope
OHD RDMS Soil Moisture
Area
Static CN
Gridded Runoff
- Produce a flash flood guidance product at a
resolution similar in scale to FFMP - Gridded FFG is derived from HRAP resolution (4km
x4km) of - Soil moisture conditions from the Hydrology Lab -
Research Distributed Hydrologic Model - Dynamic NRCS Curve Number from soil data and land
use land cover data and distributed model soil
moisture conditions - NRCS Unit Hydrograph model combined with a design
storm to estimate bankfull flow (Thresh-R) - Method treats each HRAP grid cell as an
independent headwater basin
Duration
2-yr, 3-hr DDF
Dynamic NRCS Curve Number
Variable Threshold Runoff
For more details see the Gridded Flash Flood
Guidance topical breakout session
Gridded FFG
9Outline
Improving Flash Flood Services FFG Improvements
Fully Operational Under Development To be
developed In FY07
Status Developing 1, 3, and 6 hour FFG and
Thresh-R
10Outline
Improving Flash Flood Services FFG Improvements
- CBRFCs Flash Flood Potential Index
- Using GIS and digital data of soil type,
vegetation type and density, slope, and land use
create a single value index of hydrologic
response. - Developed a process to modify FFPI with wildfire
burn severity information.
Land Use
Soil type
Vegetation type and density
Wildfire
Slopes
11Outline
Improving Flash Flood Services FFG Improvements
- CBRFCs Flash Flood Potential Index
- Current Status
- Prototypes Completed
- To be completed in FY07
- Future development
- Incorporate dynamic soil moisture component
- Derive FFG from relationships between the FFPI
and historical event data.
12Outline
Improving Flash Flood Services FFG Improvements
- Distributed Hydrologic Model Threshold
Frequency Methodology
Historical
Real-time
- Run distributed hydrologic model in historical
mode to create a simulated peaks distribution for
each grid cell - Run the distributed hydrologic model in real-time
to create a maximum forecast peak for each grid
cell - Use a statistical post-processor to create
forecast frequencies for each grid cell from the
maximum forecast peak and the simulated peaks
distribution - Compare forecast frequencies with frequency
threshold from local/regional knowledge
Distributed hydrologic model
Distributed hydrologic model
Initial hydro model states
Simulated peaks distribution (Qsp) (unique for
each cell)
Max forecast peaks
Probability
Statistical Post-processor
Flow (cms)
Local/regional knowledge
Compare
Frequency thresholds
Forecast frequencies
13Outline
Improving Flash Flood Services FFG Improvements
- Distributed Hydrologic Model Threshold
Frequency Method
- Benefits
- Relative measure (easier to understand than CMS)
- Inherent bias correction
- Local information often available to help define
thresholds (e.g. engineering design,
geomorphology studies) - Can be used when bankfull flow is not
meaningful (e.g. slot canyons) - Limitation
- Required data may not be available everywhere
- Current Status
- Developing prototype for flash flood prone
Baltimore area
14Outline
Improving Flash Flood Services Summary of FFG
Improvements
15Outline
Improving Flash Flood Services FFMP Improvements
AWIPS OB7.2
Zoom X
X
Emphasized Forced Flash Flood Guidance
Virtual Gage Basins
16Outline
Improving Flash Flood Services FFMP Improvements
AWIPS OB7.2
Basin Trace Fix consistent hatching
17Outline
Improving Flash Flood Services FFMP Improvements
AWIPS OB8.1
Basin Trace Fix editable
18Outline
Improving Flash Flood Services FFMP Improvements
AWIPS OB8.3
19Outline
Improving Flash Flood Services FFMP Improvements
AWIPS OB8.3
- Precipitation Sources
- DHR
- DPR
- EMPE
- NMQ (in prototype)
- SCAN QPF
- MPN (w/ OB9.0)
- Join duration from different sources
- For example a 3 hour duration derived from 1 hour
MPN and 2 hours EMPE
- FFG Sources
- Legacy FFG
- Gridded FFG
- Debris Flow Guidance
20Outline
Improving Flash Flood Services WarnGen
OB 8.2 ?
- FFMP Basin names in WarnGen
21Outline
Improving Flash Flood Services Site Specific
Hydrologic Predictor Improvements OB8.2
Precip visualization and save/reload
Action, minor, moderate, and major stages
displayed (if defined)
Select alternate UHG (if defined)
22Outline
Improving Flash Flood Services Site Specific
Hydrologic Predictor Improvements
- Future development (targeted for OB9 Gulf
offices may see earlier) - Simplified Routing Variable Lag and Variable K
routing - A separate variational data assimilation program
to update the states of the SSHP SAC-SMA rainfall
runoff model
23Outline
Improving Flash Flood Services Dam Break Tools
- Goal Review the database and existing tools for
simplified dam break - Status Project delayed due to staff shortages in
the Hydraulics Group of OHD
24Improving Flash Flood Services
- Thank you!
- Any Questions?
National Hydrologic Program Managers
Conference July 10, 2007