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US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer Portland January 27, 2015

US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Page 1: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

US Army Corps of Engineers

BUILDING STRONG®

Temperature Target and Evaluation Criteria of the Middle Fork Willamette River

Dan Turner

Environmental Engineer

Portland

January 27, 2015

Page 2: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Outline

Overview Operational Target update Evaluation Criteria Discussion Preliminary Alternative Analysis

Goal: elicit feedback in time to solidify operational target and evaluation criteria by 60% draft (due in March)

Page 3: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Middle Fork Willamette

3 dams► Hills Creek► Lookout Point► Dexter

http://www.nwd-wc.usace.army.mil/nwp/teacup/willamette/

Big Cliff

Detroit

Page 4: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Overview

Middle Fork Willamette Downstream Fish Passage and Water Quality / Temperature Control Alternatives Study

Temperature analysis based on water quality model scenarios

Temperature targets I need:► Operational target (aka model input target)► Alternative evaluation criteria

Continuation of previous meetings …

Page 5: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Update: Operational Target Used to guide operations (either model or real) on a

specific day. Time variable, instantaneous temperature Sets a goal, like a rule curve Determines how much flow should be passed through

different outlets

Page 6: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Update: Operational

Target

Page 7: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Alternative Evaluation Criteria Used to evaluate temperature impacts after the fact. Should highlight important times and places Proposing using the percent of days not achieving (daily

mean temperature).

Use Date RangeImpact Type

criteria (°C)

criteria (°F) Reference

Migration May-01 to Jul-15 delay < 11.1 < 52.0 From sub-group, based on run timing and temperature

Holding May-01 to Sep-15 acute > 19.5 > 67.1 Approx. maximum ‘upstream mix’ calc. d/s Dexter (mean 19.8)

Holding May-01 to Sep-15 chronic > 16.0 > 60.8 ODEQ core cold water criteria

Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 Same as incubation

Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 NFMS comment on 30% report; ODEQ spawning criteria

Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 From sub-group, based on experimentation (Taylor)

Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 NFMS comment on 30%

Emergence Sep-20 plus 1750 ATUs early < ‘no dam’ calc. Standard reporting metric in annual report.

Page 8: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Hills Creek Reservoir outflow

baseline data

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 100 (100 - 100)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 0 (0 - 16)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 100)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 67 (24 - 100)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 40)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 66 (49 - 75)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-08 (Nov-24 - Jan-05)

Page 9: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Upstream Mix (‘no dam’) Calculation

‘Without Project’ estimate of temperature Function of:

► upstream temperature measurements► ratio of flow between tributaries► 0.11 °C / mile maximum warming► Assumptions that ungaged tributaries are insignificant

or similar to gaged tributaries

Based on Rounds 2010

Page 10: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Hills Creek Reservoir outflow

upstream mix calculation

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 43 (3 - 88)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 4)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 18 (0 - 74)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 53)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 31 (0 - 89)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 20)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 33 (13 - 65)Emergence Sep-20 plus 1750 ATUs -- -- -- Feb-17 (Dec-17 - Apr-30)

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Dexter Reservoir outflow

baseline data

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 43 (0 - 74)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 10 (0 - 47)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 91 (0 - 100)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 100 (100 - 100)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 34 (0 - 47)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 70 (61 - 83)Emergence Sep-20 plus 1750 ATUs -- -- -- Nov-29 (Nov-19 - Dec-20)

Page 12: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Dexter Reservoir outflow

upstream mix calculation

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 42 (16 - 74)Holding May-01 to Sep-15 acute > 19.5 > 67.1 5 (0 - 38)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 54 (26 - 62)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 36 (2 - 53)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 67 (49 - 82)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 13 (1 - 20)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 35 (24 - 40)Emergence Sep-20 plus 1750 ATUs -- -- -- Feb-17 (Jan-07 - Apr-02)

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Evaluation locations

Middle Fork Willamette River:► Downstream Hills Creek► Downstream of Salt Creek confluence► Downstream of Salmon Creek confluence► Downstream of the North Fork of the Middle Fork

confluence► Upstream of Lookout Point Reservoir ► Downstream Dexter Dam

Page 14: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Operational target v.

evaluation criteria

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Questions and Discussion

Page 16: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Operations StructuresMinimum Power (%)

Max Lake Elevation (ft)

Scenario HCL LOP HCL LOP HCL LOP NotesnoBlend 100% 100% 1541 926 existing existing

base_lopSpillOnly 40% 40% 1541 926 existing no RO base rule curve; base with LOP spill, no RO usage

hclSpillwayWs1510 40% 40% 1510 926 Spillway existing HCL WS at max of 1510 to use spillway more effectively; LOP-DEX base rule curve; Spillway at HCL; 40% minimum power at HCL/LOP

hclFloat_pow1300_noHCLppmin

0% 40% 1541 926 float/lower outlet

existing Floating outlet at HCL; no HCL minimum power constraint; Lower outlet at 1300

hclFloat_pow1300_LopFloat_noppmin

0% 0% 1541 926 float/lower outlet

float Floating outlet at HCL; no HCL minimum power constraint; Lower outlet at 1300

Preliminary Alternatives

Each model scenario consists of three years: cool-wet, normal and hot-dry

Page 17: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Hills Creek outflow:

noBlend current conditionspowerhouse outlet prioritized

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 100 (100 - 100)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 0 (0 - 0)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 0)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 69 (0 - 98)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 0)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 73 (65 - 78)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-05 (Dec-01 - Dec-12)

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Hills Creek outflow:

base_lopSpillOnly powerhouse and RO flow optimized to achieve operational target (minimum 40% RO flow)

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 100 (100 - 100)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 0 (0 - 0)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 0)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 60 (0 - 87)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 0)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 73 (65 - 78)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-05 (Dec-01 - Dec-12)

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Hills Creek outflow:

hclSpillwayWs1510Operate the spillway in additional the powerhouse and RO.

Hold pool elevation at 1510 ft (normal summer pool at 1541 ft)

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 64 (43 - 78)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 0 (0 - 7)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 0)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 33 (33 - 47)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 0)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 72 (69 - 75)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-15 (Dec-08 - Dec-25)

Page 20: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Hills Creek outflow:

hclFloat_pow1300_LopFloat_noppmin

Hypothetical new structures that allow a ‘floating’ outlet and a new deep outlet at 1300 ft (1384 currently deepest)

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 50 (29 - 70)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 38 (31 - 43)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 0)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 33 (33 - 33)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 0)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 32 (32 - 45)Emergence Sep-20 plus 1750 ATUs -- -- -- Jan-08 (Dec-31 - Jan-16)

Page 21: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Thermal blocks downstream of Hills Creek Dam

Page 22: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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0

2

4

6

8

10

12

14

16

18

0 2 4 6 8 10 12 14

Tem

pera

ture

(deg

C)

Distance upstream of LOP pool (miles)

May 23Current Condition

Temp Control Structure

Without Project

LOP Pool NF MF Willamette Salmon Cr. Salt Cr. HCR out

Thermal Block (<52 deg F)

Page 23: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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0

2

4

6

8

10

12

14

16

18

0 2 4 6 8 10 12 14

Tem

pera

ture

(deg

C)

Distance upstream of LOP pool (miles)

June 8Current Condition

Temp Control Structure

Without Project

LOP Pool NF MF Willamette Salmon Cr. Salt Cr. HCR out

Thermal Block (<52 deg F)

Page 24: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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0

2

4

6

8

10

12

14

16

18

0 2 4 6 8 10 12 14

Tem

pera

ture

(deg

C)

Distance upstream of LOP pool (miles)

June 23Current Condition

Temp Control Structure

Without Project

LOP Pool NF MF Willamette Salmon Cr. Salt Cr. HCR out

Thermal Block (<52 deg F)

Page 25: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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0

2

4

6

8

10

12

14

16

18

0 2 4 6 8 10 12 14

Tem

pera

ture

(deg

C)

Distance upstream of LOP pool (miles)

July 8Current Condition

Temp Control Structure

Without Project

LOP Pool NF MF Willamette Salmon Cr. Salt Cr. HCR out

Thermal Block (<52 deg F)

Page 26: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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0

2

4

6

8

10

12

14

16

18

0 2 4 6 8 10 12 14

Tem

pera

ture

(deg

C)

Distance upstream of LOP pool (miles)

Aug 23Current Condition

Temp Control Structure

Without Project

LOP Pool NF MF Willamette Salmon Cr. Salt Cr. HCR out

Thermal Block (<52 deg F)

Page 27: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Mid Fork ds Salmon Cr:

noBlendcurrent conditionspowerhouse outlet prioritized

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 88 (71 - 100)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 0 (0 - 0)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 0)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 2 (0 - 98)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 0)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 71 (68 - 74)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-14 (Dec-09 - Dec-25)

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Mid Fork ds Salmon Cr:

hclSpillwayWs1510Operate the spillway in additional the powerhouse and RO.

Hold pool elevation at 1510 ft (normal summer pool at 1541 ft)

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 64 (43 - 76)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 0 (0 - 7)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 0)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 27 (11 - 31)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 0)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 69 (58 - 72)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-28 (Dec-18 - Jan-09)

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Mid Fork ds Salmon Cr:

hclFloat_pow1300_LopFloat_noppmin

Hypothetical new structures that allow a ‘floating’ outlet and a new deep outlet at 1300 ft (1384 currently deepest)

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 55 (41 - 72)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 28 (17 - 36)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 0 (0 - 0)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 29 (22 - 31)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 0 (0 - 0)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 32 (31 - 33)Emergence Sep-20 plus 1750 ATUs -- -- -- Jan-18 (Jan-10 - Jan-27)

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Middle Fork Willamette downstream of Dexter Dam

Page 31: US Army Corps of Engineers BUILDING STRONG ® Temperature Target and Evaluation Criteria of the Middle Fork Willamette River Dan Turner Environmental Engineer

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Mid Fork ds Dexter Dam:

noBlendcurrent conditionspowerhouse outlet prioritized

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 58 (46 - 79)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 0 (0 - 9)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 67 (18 - 100)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 100 (100 - 100)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 25 (7 - 38)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 72 (69 - 76)Emergence Sep-20 plus 1750 ATUs -- -- -- Nov-29 (Nov-26 - Dec-03)

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Mid Fork ds Dexter Dam:

base_lopSpillOnly powerhouse and RO flow optimized to achieve operational target (minimum 40% RO flow)

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 51 (4 - 70)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 40 (31 - 44)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 40 (38 - 42)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 98 (84 - 100)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 15 (14 - 16)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 71 (68 - 74)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-07 (Dec-02 - Dec-12)

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Mid Fork ds Dexter Dam:

hclSpillwayWs1510HCR: operate the spillway in additional the powerhouse and RO. Hold pool elevation at 1510 ft.

LOP: 40% min. power (base)

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 50 (25 - 72)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 39 (25 - 53)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 36 (24 - 49)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 71 (69 - 71)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 13 (9 - 18)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 72 (68 - 75)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-11 (Dec-05 - Dec-18)

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Mid Fork ds Dexter Dam: hclFloat_pow1300_LopFloat_noppminHCR: Hypothetical new structures that allow a ‘floating’ outlet and a new deep outlet at 1300 ft (1384 currently deepest) LOP: base

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 46 (1 - 66)Holding May-01 to Sep-15 acute > 19.5 > 67.1 0 (0 - 0)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 43 (38 - 55)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 40 (38 - 44)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 71 (69 - 100)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 15 (14 - 17)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 68 (64 - 70)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-12 (Dec-06 - Dec-18)

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Mid Fork ds Dexter Dam: hclFloat_pow1300_LopFloat_noppmin

HCR and LOP:temperature control structures.

Use Date Range Impact Type

criteria (deg. C)

criteria (deg. F)

% days not achieving criteria

Migration May-01 to Jul-15 delay < 11.1 < 52.0 12 (0 - 53)Holding May-01 to Sep-15 acute > 19.5 > 67.1 30 (24 - 42)Holding May-01 to Sep-15 chronic > 16.0 > 60.8 60 (54 - 65)Spawning Sep-01 to Oct-15 acute > 15.6 > 60.1 40 (40 - 44)Spawning Sep-01 to Oct-15 chronic > 13.0 > 55.4 69 (67 - 69)Incubation Sep-01 to Dec-31 acute > 15.6 > 60.1 15 (15 - 17)Incubation Sep-01 to Dec-31 chronic > 10.1 > 50.2 63 (47 - 68)Emergence Sep-20 plus 1750 ATUs -- -- -- Dec-23 (Dec-14 - Dec-31)

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Discussion