cost and energy impacts of fish and wildlife operations nw power planning council april 3, 2002...
TRANSCRIPT
![Page 1: Cost and Energy Impacts of Fish and Wildlife Operations NW Power Planning Council April 3, 2002 Boise, Idaho](https://reader036.vdocuments.us/reader036/viewer/2022082506/5697bfa81a28abf838c99279/html5/thumbnails/1.jpg)
Cost and Energy Impacts ofFish and Wildlife Operations
NW Power Planning CouncilApril 3, 2002Boise, Idaho
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Why are we doing this?
• To help the Council focus on where best to spend research money.
• To help prioritize fish and wildlife measures in the event that some may have to be curtailed for power emergencies.
• To help the Council choose between two or more alternatives that achieve the same biological objectives.
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What is it?
• Each component of the fish and wildlife main-stem operation is analyzed separately.
• Each scenario has one and only one component removed from (or added to) current operations.
• We observe the average monthly change in generation and the cost for each component.
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What is it not?
• A cost/benefit analysis for fish and wildlife measures
• An integration of fish & wildlife and power planning
• A balancing of power and fish & wildlife needs
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Caveats
• Not all components were examined • Components are not independent
– The cost of removing two components at the same time is not the same as the sum of the cost of each separately.
– Cannot simply add up the cost of all components to get the total cost of current operations.
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Components of a F&W Operation
• Flow Augmentation
• Reservoir Elevation
• Bypass Spill
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Flow Augmentation (purpose)
• To reduce travel time
• To keep redds under water
• To reduce water temperature
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Flow Augmentation (examples)
• Chum flows at Bonneville (fall and winter)• Vernita Bar flows (winter and spring)• Summer flow augmentation (Snake and
Columbia)• Water releases for temperature control in late
summer
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Reservoir Elevation (purpose)
• Winter fill to store water for flow augmentation
• Spring-Summer release for flow augmentation
• Drafting/filling limits for resident fish
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Reservoir Elevation (examples)
• Winter fill at Coulee, Libby, Horse and Dworshak• VARQ flood control at Libby, Horse and Coulee• Integrated Rule Curves at Libby and Horse• Coulee retention time operation• Summer draft limits at Coulee, Libby, Horse and
Dworshak
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Bypass Spill (purpose)
• Increase survival past dams
• Most useful at sites w/o guidance systems
• Coordinate spill with transportation policy
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-1400 -1200 -1000 -800 -600 -400 -200 0 200 400 600
Energy Change (MW-months)
jda spring spill
dal spring spill
jda summer spill
ice spring spill
bon summer spill
dal summer spill
bon spring spill
lmn spring spill
ice summer spill
mcn aug2 flow
cou summer drft
dwr summer drft
lib summer drft
lgr spring spill
lgs spring spill
mcn spring spill
horse winter fill
Lib Hor IRCs
lgr july flow
upper Snake 427
mcn july flow
mcn aug1 flow
lgr aug2 flow
lgr aug1 flow
dwr winter fill
libby winter fill
VARQ
hor summer drft
chum flows
coulee winter fill
coulee retention
50-Year Average Energy Impacts of Components
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Stable (?) Electricity Prices
0
5
10
15
2025
30
35
40
45
Sep
Oct
Nov Dec Jan
Feb
Mar
1-A
pr
2-A
pr
May Jun
Jul
1-A
ug
2-A
ug
Pric
e ($
/MW
-hou
r)
27.7 Avg
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-10 -5 0 5 10 15 20 25 30
Cost (millions of dollars)
jda summer spill
bon summer spill
dal summer spill
jda spring spill
dal spring spill
ice spring spill
ice summer spill
bon spring spill
lmn spring spill
coulee winter fill
lgr spring spill
Lib Hor IRCs
lgs spring spill
cou summer drft
lib summer drft
dwr summer drft
mcn july flow
lgr july flow
mcn spring spill
lgr aug2 flow
lgr aug1 flow
upper Snake 427
libby winter fill
dwr winter fill
horse winter fill
mcn aug1 flow
VARQ
hor summer drft
mcn aug2 flow
chum flows
coulee retention
50-Year Average Annual Cost of Components
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Highest Cost Components
• John Day Summer Spill• Bonneville Summer Spill• The Dalles Summer Spill• John Day Spring Spill• The Dalles Spring Spill• Ice Harbor Spring Spill• Ice Harbor Summer Spill• Bonneville Spring Spill• Lower Monumental Spring Spill
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Low Cost Components• Grand Coulee Winter Fill• Lower Granite Spring Spill• Libby and Horse Integrated Rule Curves• Little Goose Spring Spill• Grand Coulee Summer Draft• Libby Summer Draft• Dworshak Summer Draft• McNary July Flow Augmentation• Lower Granite July Flow Augmentation• McNary Spring Spill
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No Cost Components
• Lower Granite August Flow Augmentation– Generally no flow augmentation water is left
• Upper Snake 427 Kaf Flow Augmentation• Libby Winter Fill• Dworshak Winter Fill• Hungry Horse Winter Fill
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Revenue Increasing Components
• McNary August 1-15 Flow Augmentation• VarQ Flood Control (Libby, Horse, Coulee)• Hungry Horse Summer Draft• McNary August 16-31 Flow Augmentation• Chum Flows• Grand Coulee Retention Time Operation
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Cost of Spill Changes with Flow
• When bypass spill is a percentage of outflow• When flows are above turbine capacity
– Forced spill is counted first and does not add to the cost of bypass spill
• Does not change when the gas supersaturation limit is reached
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Bypass Spill vs. Outflow(when spill is a percentage of outflow)
0
10
20
30
40
50
60
100 150 200 250 300 350 400Outflow (Kcfs)
Byp
ass
Spill
(Kcf
s)
Dry Wet
Gas Cap Limit
Forced Spill