sensitivity of california integrated forecast and
TRANSCRIPT
04/23/2013 GEORGAKAKOS 1
Sensitivity of California Integrated
Forecast and Reservoir Management
to Projected Climate Change
Konstantine (Kosta) Georgakakos(*), Nicholas E. Graham
HYDROLOGIC RESEARCH CENTER
Aris P. Georgakakos and Huaming Yao
GEORGIA INSTITUTE OF TECHNOLOGY
(*) Also Adjunct Professor with Scripps Institution of Oceanography, UCSD
04/23/2013 GEORGAKAKOS 2
PRESENTATION FOCUS
Reservoir Management in Northern California under
climatic variability and change
A system of reservoirs modulates the climatic and weather variability in order to
produce downstream benefits:
- flood damage mitigation
- hydroelectric power production
- water conservation for municipal, industrial and agricultural supply
- ecosystem benefits
- others
Reservoir effectiveness is substantially influenced by
- climatic variability and trends
- demand variability and trends
- changing water markets
Important target of reservoir management is to
- maximize water use efficiency
04/23/2013 GEORGAKAKOS 3
ELEMENTS OF CURRENT RESERVOIR MANAGEMENT
Simulation runs with
- historical data and statistics
- a detailed numerical description of the system
to get a set of operating rules (guide rules) on which to base
operational management
(E.G., No precip. forecasts are used for management, only observed precip.)
Willis and co-authors
(2011) San Francisco Estuary a
And watershed Science, 9(2)
Oroville Rule Curve
Max allowed storage
04/23/2013 GEORGAKAKOS 4
ELEMENTS OF CURRENT RESERVOIR MANAGEMENT
Planning involves several stakeholders and several objectives
as well as some coordination among reservoir sites
No two systems are the same and generalization is difficult
in reservoir management (climate, demands, system structure)
Climate/weather predictions must be translated
to system decision variables to be useful for management
Surface Temperature
Wind
etc.
Reservoir Pool
Energy Balance
& Release Level
Water
Temperature
Climate/weather prediction Decision Variable Index
E.G., cold water species fisheries management (Huang and others, 2011, JAWRA, 47(4))
04/23/2013 GEORGAKAKOS 5
TWO ISSUES TO DISCUSS
The Integrated Forecast and Management Project (INFORM)
for Northern California (prototype demonstration project)
Assessing adaptive reservoir management versus current
management through simulation experiments
http://www.hrc-lab.org/projects (follow link to INFORM)
Georgakakos and co-authors (2011a-b) Journal of Hydrology (on line)
http://www.sciencedirect.com/science/article/pii/S0022169411002939
http://www.sciencedirect.com/science/article/pii/S0022169411003015
04/23/2013 GEORGAKAKOS 6
123.5 123 122.5 122 121.5 121 120.5
38.5
39
39.5
40
40.5
41
41.5
0 500 1000 1500 2000 2500 3000 3500 4000
Elevation (meters)
Degrees West Longitude
De
gre
es
No
rth
La
titu
de
Major Resevoirs in Nothern California
TrinityShasta
Orovil le
Folsom
Trinity River
Pit River
Sacramento River
Feather River
N. Fork Ame rican RiverOroville
Folsom
Trinity Shasta
VISION
Improve water resources
management in Northern
California using climate,
hydrologic, and decision
science
CHALLENGE
INFORM Region
New Bullards Bar
1 TAF = 1.2 mill m^3
04/23/2013 GEORGAKAKOS 7
Sponsors:
CALFED Bay Delta Authority
California Energy Commission
National Oceanic and Atmospheric Administration
(CPO and NWS/OHD)
Members of Oversight and Implementation Committee:
California Department of Water Resources
California-Nevada River Forecast Center
Sacramento Area Flood Control Agency
U.S. Army Corps of Engineers
U.S. Bureau of Reclamation
National Centers of Environmental Prediction (NCEP)
GIT
HRC
SPONSORS-COLLABORATORS
Implement an integrated forecast-management system for the Northern California reservoirs using real-time data and operational forecast models
(Aspects of actual system to be represented were selected in collaboration with Agencies)
Perform tests with actual data and with management input
Demonstrate the utility of climate and hydrologic forecasts for water resources management in Northern California for several years
04/23/2013 GEORGAKAKOS 8
INFORM GOALS AND OBJECTIVES
ACTUAL VIRTUAL
Real Time Input
Measurable
Benefits
Other
Benefits Other
Benefits
Risk-based
Tradeoffs
ACTUAL VIRTUAL
Real Time Input
System
Characteristics
Measurable
Benefits
Other
Benefits
Operation
Rules
Measurable
Benefits
04/23/2013 GEORGAKAKOS 9
ATM FORECASTS
Adjustments
HYDROLOGIC MODEL
Ensemble Forecast
DECISION MODEL RESERVOIR
MANAGERS
Release Schedule
ASSESSMENT SYSTEM
Management Benefits Water Supply, Flood Control
Hydropower, Env. Protection, etc.
ATM DATA
NWS-CNRFC
FORECASTERS
Forecast component
Management component
San Joaquin River
San Luis
Clair Engle Lake
Trinity Power Plant
Lewiston
Lewiston
JF Carr
Whiskeytown
Shasta
Keswick
ShastaSpring Cr
Keswick
Oroville
Thermalito
Folsom
Natoma
New Melones
Tulloch
Goodwin
Oroville
Folsom
Nimbus
Melones
Tracy
Pumping
Banks
Pumping
San Joaquin River
Am
erican R
iver
Feath
er
Riv
er
Sacram
ento River
Trin
ity Rive
r
Cle
ar C
reek
Yuba River
Bear River
Delta-Mendota Canal
California Aqueduct
O’Neill
Forebay
To Dos Amigos PP
To Mendota Pool
Sacramento San Joaquin
River DeltaReservoir/
Lake
Power Plant
Pumping Plant
River Node
Reservoir/
Lake
Power Plant
Pumping Plant
Reservoir/
Lake
Power Plant
Pumping Plant
River Node
ISV
IFT
IES,IMC,IYB,ITI
DDLT,DBS,DCCWD,DNBA
DDM
DFDM
DDA
DSF
DSB
Black Butte
New Bullards Bar
INFORM SYSTEM COMPONENTS
04/23/2013 GEORGAKAKOS 10
Integration with operational agency data, forecasts and models
NCEP(GFS&CFS) and CNRFC(NWSRFS&CHPS)
GFS (0 - 16Days/6hourly) CFS (0 - 35 days/6hourly) CFS (1- 9 months/monthly)
WRF-ARW ICRM PROBABILISTIC
DOWNSCALING
HYDROLOGIC
MODEL
HYDROLOGIC
MODEL
HYDROLOGIC
MODEL
DECISION MODEL
3D ATM 3D ATM T,PREC
T, PREC, PET T, PREC, PET T, PREC, PET
Qinflow Qinflow Qinflow
SM
SN
Historical
Data
FORECAST ELEMENTS
SM
SN
Water Distribution
Flow Regulation
Hydro Plant Operation
Emergency Response
Monthly Decisions • Releases/Energy
Target Conditions
• State Variables
Planning Tradeoffs • Water Supply/Allocation • Energy Generation • Carry-over Storage • Env.-Ecosystem Management
Development Tradeoffs • Urban/Industrial • Agriculture • Power System • Socio-economic & Ecological Sustainability
Operational Tradeoffs • Flood Management • Water Distribution • Energy Generation • Env.-Ecosystem Management
Benefit/Impact Functions • Water Supply • Energy • Flood Damage • Env.-Ecosystem
Scenario/Policy Assessment
Monthly / Several Decades
Actual Hydrologic
Conditions
Actual Demands
Climate-Hydrologic
Forecasts
Demand Forecasts • Water • Food • Energy • Env.-Ecosystem
Climate-Hydrologic Forecasts
Demand Forecasts • Water Supply • Power Load/Tariffs • Flood Damage • Env.-Ecosystem Targets
Inflow Scenarios
Development/Demand
Scenarios • Water/Energy • Water/Benefit Sharing • Environmental Sustainability
Daily Decisions • Releases/Energy
Target Conditions
• State Variables
Benefit/Impact Functions • Water Supply • Energy • Flood Damage • Env.-Ecosystem
Near Real Time Decision Support
Hourly / 1 Day
Mid/Short Range Decision Support
Daily, 6-Hourly, or Hourly / 1 Month
Long Range Decision Support
Weekly, 10-Day or Monthly / 1-2 Years
Infrastructure Develpmnt.
Water Sharing Compacts
Sustainability Targets
Management Policy
INFORM DSS ELEMENTS
Multiple Objectives, Time Scales, & Decision Makers
Managem
ent
Agencie
s/D
ecis
ions
Pla
nnin
g A
gencie
s/D
ecis
ions
Opera
tional Pla
nnin
g a
nd M
anagem
ent
Off
-lin
e
Ass
ess
ments
04/23/2013 GEORGAKAKOS 11
Forecasted Inflow Mean Comparison
1727
6988
5108
3139
2511
9184
5174
3578
2009
7195
4067
3482
1802
4805
35883334
0
1000
2000
3000
4000
5000
6000
7000
8000
9000
10000
Trinity Shasta Oroville Folsom
Infl
ow
(cfs
)
Historical
F2006
F2007
F2008
Mean Inflow Forecast Comparison (9 Months)
(2006, 2007, 2008)
2006 (Wet); 2007 (Average); 2008 (Dry)
04/23/2013 GEORGAKAKOS 12
13 04/23/2013 GEORGAKAKOS
FORECAST UTILITY DEMONSTRATION
CLIMATE INFORMATION USED
CLIMATE MODEL: NCAR CCSM3.0 (COUPLED MODEL) SCENARIO: A1B MIDDLE LEVEL SCENARIO DECLINING EMISSIONS AFTER 2050 MAX CO2 CONCENTRATON OF ~715 PPM AT 2100 RESOLUTION: ~120KM HORIZONTAL, 26 VERTICAL LAYERS AND 6HRS VARIABLES USED: 3-D ATMOSPHERIC VARIABLES
TWO INPUT SETS: 1970 -2019 AND 2050 - 2099
Good Large Scale Precipitation Correspondence of Historical 1950-1999 run with NCEP Reanalysis 1948-1997 for West Coast
DYNAMICAL DOWNSCALING COMPONENTS FOR MEAN AREAL PRECIPITATION AND MEAN AREAL TEMPERATURE
OROGRAPHIC PRECIPITATION GRIDDED MODEL WINDFLOW FROM QUASI STEADY STATE POTENTIAL THEORY FLOW WATER SUBSTANCE SOURCE/ADVECTION MODEL WITH KESSLER MICROPHYSICS 10X10 SQKM SPATIAL AND 6HOURLY TEMPORAL RESOLUTION SURFACE TEMPERATURE GRIDDED MODEL INTERPOLATION/ADJUSTMENT OF CCSM3.0 LOW LEVEL TEMPERATURE OVER TERRAIN SURFACE ENERGY BALANCE MODEL (OROGRAPHIC AND SNOW/SOIL MODEL COUPLING) 10X10 SQKM SPATIAL AND 6HOURLY TEMPORAL RESOLUTION GIS-BASED SYSTEM FOR CATCHMENT DELINEATION AND PRODUCTION OF MAP AND MAT IN N. CALIFORNIA
Reference: HRC-GWRI: http://www.energy.ca.gov/pier/project_reports/CEC-500-2006-109.html
SNOW – SOIL – CHANNEL MODELS
Reference: HRC-GWRI: http://www.energy.ca.gov/pier/project_reports/CEC-500-2006-109.html
ADAPTATION OF NWS OPERATIONAL SNOW ACCUMULATION AND ABLATION MODEL ADAPTATION OF NWS OPERATIONAL SOIL WATER ACCOUNTING MODEL
KINEMATIC ROUTING THROUGH RIVER NETWORK FOR ALL BASINS
Operational Inform Domain
Oroville Subcatchments
Oroville- Historical ESP Reliability Diagrams
SELECTED RESULTS FROM HISTORICAL AND FUTURE RUNS
Precipitation Difference (mm/6hrs) – Feb Temperature Difference (oC) – Feb 1800Z
Winter is warmer and wetter (higher elevations) in future than historical runs
Simulated Flows: Black line: Future Red Line : Historical
Earlier and Higher Future Flows For Shasta and Oroville
04/23/2013 GEORGAKAKOS 18
Current Policy Adaptive Policy
Focuses on current month Optimizes over the next 9 months
Deterministic Risk based
Adjusts demand targets twice a year Re-optimizes every month
Follows COA in extra water allocation Finds optimal allocation strategy each t
CURRENT AND ADAPTIVE MANAGEMENT POLICIES
For more details see: Georgakakos, A., et al. 2012, JH 412-413, 34-46
04/23/2013 GEORGAKAKOS 19
Current versus Adaptive Management Policies under a Changing Climate
DSS vs. Current Policy
4.92.3
22.1
-2.0 -0.9
0.0
-19.3
0.6
57.8
-0.8
29.9
-35.6
-50
-30
-10
10
30
50
70
Pre
ce
nt
(%)
Historical
Future
Avg. Spillage
Avg. WS Min. WS
Avg. EnergyFirm Energy
X2 Location
CLIMATE CHANGE STUDY RESULTS
System Water Deliveries, Historical Period
0
2000
4000
6000
8000
10000
12000
14000
0 10 20 30 40 50 60 70 80 90 100
Exceedance of Probability(%)
TA
F/Y
ea
r
His/DSS
His/CurrentPolicy
System Water Deliveries, Future Period
0
2000
4000
6000
8000
10000
12000
14000
0 10 20 30 40 50 60 70 80 90 100
Exceedance of Probability(%)
TA
F/Y
ea
r
Future/DSS
Future/CurrentPolicy
04/23/2013 GEORGAKAKOS 20
Future A1B scenario portents intensifying water stresses (due to seasonal inflow
shifts and higher inflow variability) and higher vulnerability to extreme droughts.
Adaptive, risk based, reservoir regulation strategies are self tuning to the changing
climate, deliver more robust performance than current management practices,
and can considerably mitigate the negative impacts of increased water stresses.
Effective implementation of adaptive, risk based, reservoir regulation strategies
require
• more flexible laws and policy statutes (COA, heuristic rules, etc.),
• a new level of institutional cooperation for water resources management, and
• capacity building of agency personnel in modern decision support methods
CONCLUSIONS AND PROSPECT
04/23/2013 GEORGAKAKOS 21
Thank You
HRC
K.P. Georgakakos, PI, Hydroclimatology
N.E. Graham, Co-PI, Climate Science & Prediction
T.M. Carpenter, Hydrometeorological Forecasting
M. Murphy, J. Wang, and F.-Y. Cheng, Mesoscale
Meteorological Modeling
E. Shamir, Hydrologic Modeling
C. Spencer and J. Sperfslage, Computer Science
GWRI
A.P. Georgakakos, Co-PI, Decision Science
Huaming Yao, Hydropower
Martin Kistenmacher, Uncertainty Mgt
Dongha Kim, Routing/Temperature Models
INFORM Contributing Scientists/Engineers