Download Hydropower Covariability in the western US

Survey
yes no Was this document useful for you?
   Thank you for your participation!

* Your assessment is very important for improving the work of artificial intelligence, which forms the content of this project

Document related concepts
no text concepts found
Transcript
Hydropower Variability in the Western U.S.:
Consequences and Opportunities
Nathalie Voisin, Alan Hamlet, Phil
Graham, Dennis P. Lettenmaier
UW-UBC Fall Hydrology Workshop
University of Washington
October 1, 2004
Background
 Climate:
 Increasingly predictable up to 6 months (or more) in advance
 West coast U.S. climate more predictable than other regions, due to
strong ocean influence
 California and the Pacific Northwest are out of phase for some climate
events such as El Nino Southern Oscillation (ENSO)
 Energy Demand:
 California has regular peaks in winter and summer while energy
consumption in the Pacific Northwest (PNW) has a strong winter peak
 Question: How can climate predictions be used to manage
West Coast energy transfers more efficiently?
Outline
1/ Data and Models
 Meteorological data
 Hydrological model
 Reservoir models
2/ Observed covariability




Streamflow and Climate
Hydropower and Climate
Energy demand and Climate
Hydropower and Energy Demand
3/ Opportunity: more efficient inter-regional energy transfers?
 Currently climate information is not used in planning West Coast
energy transfers
 Some ideas for an energy transfer model that exploits climate
information
4/ Conclusions
1/ The Data
1/ Data and Models
 Meteorological data
 Hydrological model
 Reservoir models
2/ Observed covariability
3/ Opportunity: more efficient inter-regional energy transfers?
4/ Conclusions
Meteorological Data
 Station Data sources : National Climatic Data Center (NCDC)
 Extended time series from 1916 to 2003
 Forcing data sets gridded to the 1/8 degree
 Adjustment of forcing data sets for orographic effects based on PRISM
(Parameter-elevation Regressions on Independent Slopes Model ) approach
(Daly and colleagues at Oregon State University)
 Adjustment to reflect long-term trends that are present in the carefully quality
controlled Hydroclimatic Network (HCN) and a similar network for the
Canadian portion of the Pacific Northwest (PNW) region (Hamlet and
Lettenmaier 2004)
Hydrologic Model: VIC (1/2)
1/ Water Balance
2/ Runoff Routing
Hydrological Model: VIC (2/3)
Simulated Flow
Observed
= Red
= Black
Hydrological Model: VIC (2/3)
Simulated Flow
Observed
= Red
= Black
Reservoir Models:
CVMod and ColSim
 Represent physical properties of the reservoir systems and their operation
 Assume fixed level of development
 Monthly time step
Monthly Natural Streamflow
Water Demand
CALIFORNIA
CVMod
(Van Rheenen et al 2004)
Flood Control,
Energy Demand
PACIFIC NORTHWEST
ColSim
(Hamlet and Lettenmaier 1999)
Hydropower
2/ Observed Covariability
1/ Data and Models
2/ Observed Covariability




Streamflow and Climate
Hydropower and Climate
Energy demand and Climate
Hydropower and Energy Demand
3/ Opportunity: more efficient inter-regional energy transfers?
4/ Conclusions
Streamflow Covariability
Natural Streamflows in North California, Sacramento River
CA NORTH (cfs)
60,000
Cold ENSO
Warm ENSO
Cold PDO
Warm PDO
Flow (cfs)
50,000
40,000
Mean annual
std
9,880
CV
0.4
30,000
20,000
CA SOUTH (cfs)
10,000
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Month
Mean annual
7,709
std
4,128
CV
0.5
Natural Streamflows in South California, San Joaquin
River
20,000
Cold ENSO
Warm ENSO
Cold PDO
Warm PDO
18,000
16,000
Flow (cfs)
22,353
14,000
12,000
10,000
North CA: peak in winter
South CA: peak in spring
8,000
6,000
4,000
2,000
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Month
Aug
Sep
Oct
Nov
Dec
ENSO: 17% annual flow
difference
PDO: 2%
Streamflow Covariability
DALLES (cfs)
Natural Streamflows at the Dalles
500,000
Cold ENSO
Warm ENSO
Cold PDO
Warm PDO
450,000
Flow (cfs)
400,000
350,000
Mean annual
181,063
std
33,066
CV
0.2
300,000
250,000
200,000
150,000
100,000
PNW: peak in early summer
50,000
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Month
Aug
Sep
Oct
Nov
Dec
ENSO/PDO: 12-16% annual
flow difference
Hydropower Covariability
MWh
Hydropower Production in the PNW
cold ENSO
warm ENSO
cold PDO
warm PDO
18,000,000
16,000,000
14,000,000
12,000,000
10,000,000
8,000,000
6,000,000
4,000,000
2,000,000
0
PNW (avg MW)
mean
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
13,644
std
3,082
CV
0.2
Month
Hydropower Production in CA
1,600,000
1,400,000
1,200,000
MWh
CA (avg MW)
cold ENSO
warm ENSO
cold PDO
warm PDO
1,000,000
mean
976
std
399
CV
0.4
800,000
600,000
400,000
200,000
0
Jan
Feb
Mar
Apr
May
Jun
Jul
Month
Aug
Sep
Oct
Nov
Dec
PNW: peak in J
CA: peak in M
Energy Demand Covariability
2 types of demand:
Daily Energy Demand (93-00)
1,000,000
900,000
800,000
700,000
600,000
500,000
400,000
300,000
200,000
100,000
0
day PNW
day CA
Jan
Feb Mar
Apr
May
Jun
Jul
Aug Sep
Oct
Nov Dec
Peak Hour Energy Demand (93-00)
MW-hr
Demands are out of phase in
CA and in the PNW!!
MW-hr
 Peak hour demand
 Daily total Demand
50,000
45,000
40,000
35,000
30,000
25,000
20,000
15,000
10,000
5,000
0
peak PNW
peak CA
Jan
Feb
Mar
Apr
May
Jun
Jul
Aug
Sep
Oct
Nov
Dec
Energy Demand Covariability
How predictable is the energy demand?
Regression of observed energy load with temperatures
Daily Peak Hour Demand & Tmax
R2=0.68
R2=0.60
Monthly average of daily total demand &
Warming/Cooling degree days [ Σ (T-18.7)day ]
Timing
 Interannual variability: winter and summer
 Energy demand is out of phase in CA and in the PNW
 PNW energy production and energy demand are out of phase
 PNW hydropower and CA peak energy demand are in phase
 Interannual variability: ENSO events
 ENSO warm: Higher temperatures and less precipitation in the PNW
 ENSO cold: Higher energy demand in the PNW in winter and higher summer
hydropower production
3/ Energy Transfers
1/ Data and Models
2/ Observed Covariability
3/ Opportunity: more efficient inter-regional energy
transfers?
 Currently climate information is not used in planning
West Coast energy transfers
 Some ideas for an energy transfer model that exploits
climate information
4/ Conclusions
The Pacific NW-SW Intertie




8000 MW capacity
Reliable transmission
Southward transfer during peak hour
Northward transfer overnight, if needed
Notes:
 The energy transfer follows the energy demand
 Transfers are decided on an hourly basis during
the day
 Currently climate information is not used in
planning West Coast energy transfers
More efficient energy transfers?
 Based on a decision making process following the demand, a relation
exists between climate and a 10 year intertie time series :
 BUT complications appears when using the above climate-intertie
Temperature
Climate
Precipitation
(timing)
Energy Demand
Hydropower
?
Energy Transfers
Energy transfer model (in
progress)
 Monthly time step, daily sub time step ( peak hour complication)
 Principles:
• Assumes perfect forecast ( monthly hydropower production known)
• Transmission line capacity limits the energy transfers
Climate
Forecast
Temperature
Precipitation
(timing)
Energy Demand
Hydropower
Derived daily and
peak hour
Energy Transfer Model
Energy Transfers
Disaggregation to
daily based on
temperature
Conclusions
 Observed Covariability:
 Streamflow and Climate (precipitation, temperature)
 Hydropower and Climate (precipitation and temperature)
 Energy Demand and Temperature
 Consequences : Energy supply and demand are out of phase within the same
Region ( California or PNW)
 Opportunities: Temperature is (relatively) highly predictable. How can long-range
(out to a year) forecasts of air temperature anomalies be used to better manage
energy transfers between the two regions?
 Future work
 Evaluate the potential for increased transfers using statistical methods, combined with a
simple model for incorporating (uncertain) forecasts of energy demand and supply for
lead times up to one year
 Evaluate the worth of (energy production and demand) forecasts via an economic
analysis based on the price difference between hydropower and conventional resources
Additional slides for eventual questions
Meteorological Data : NCDC
HCN/HCCD
Monthly Data
Preprocessing
Regridding
Lapse Temperatures
Correction to
Remove
Temporal
Inhomogeneities
Coop Daily Data
Topographic Temperature
&
Correction for
Precipitation Precipitation
PRISM Monthly
Precipitation
Extended time series from 1916 to 2003
Maps
Energy Demand Model (1/2)
Derived peak hour energy demand time series in the Pacific Northwest :
skill in wintertime
Energy Demand Model (2/2)
Derived peak hour energy demand time series in California: skill in summer
Overall Covariability
WARM
ENSO
TRENDS
Temp
CA JA
PNW JFMA
PDO
ENSO/
PDO
COLD
ENSO
PDO
ENSO/
PDO
+
+
+
+
+
+
+
-
+
-
+
-
Peak
Hour
Energy
Demand
CA JA
PNW JFMA
-
-
-
+
+
+
Daily
Energy
Demand
CA JA
Hydropower
CA JA
+
+
-
+
+
-
+
+
-
+
(-)
+
+
(-)
+
+
(-)
+
PNW JFMA
PNW JJ
Energy transfer model (in
progress)
Scenario 1: total daily energy ( hydropower + Conventional Resources)
meet PNW total daily and peak hour energy demands.
Hydropower
+
Conventional Resources
over peak hour period
 Daily time step
 Results aggregated to monthly time step
 Principles:
• Assumes perfect forecast ( monthly
hydropower production known)
• Transmission line capacity limits the
energy transfers
Meet PNW Peak Hour Demand ?
Compute Potential Transfer
during Peak Hour
How much energy needed
to meet remaining daily
energy demand?
Enough time/capacity to send energy back eventually?