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The Lower Red River Restoration Project After Three Years, Did … · 14 Heat Transport Model...

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1 The Lower Red River Restoration Project After Three Years, Did Anything Really Happen? Tom Bourque, P.E. Erik Ryan, P.E. TerraGraphics Environmental Engineering Project Location LEWISTON
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1

The Lower Red River Restoration Project

After Three Years, Did Anything Really Happen?

Tom Bourque, P.E.Erik Ryan, P.E.

TerraGraphics Environmental Engineering

Project Location

LEWISTON

2

Red River Study Reach

• Lodgepole and ponderosa pine uplands• Elevation = 4200 ft• Annual ppt (mostly snowmelt) = 30 in• Drainage area = 100 mi2• Bankfull discharge = 580 cfs• Alluvial pool-riffle channel; C and E

types• Channel length = 2.5 mi• Slope=0.0016; sinuosity=2.7

Local History• “The fish were so numerous that a

stagecoach could cross the stream without touching the channel bottom.”

• “The vegetation was so dense that cattle rustlers used the meadow to hide stolen cattle.”

• “When Momma asked me to fetch water from the creek, I could not dip the bucket in without getting a bunch of fish too.”

3

4

Project Objectives

• Restore natural river channel shape, meander pattern, and substrate.

• Restore meadow and riparian plant communities.

• Promote public and agency awareness and scientific knowledge of river restoration principles and technques.

5

1994 Channel Alignment

Restoration Phases

Pre-Construction Post-Construction

2000(2002 photo)

1996

6

• Constructed 1996• High Bankfull Width• Minimal Deposition

• Constructed 2000• Equilibrium Channel

7

Construction Techniques

• Use of Existing Sod/Depressions• Soil Wraps• Single Piece of Fabric Over Bank

8

Temporary Bank Stabilization

• Building a New Bank– Soil Wraps– Approx 5 Years

• Digging Channel Through Existing– Coir Fabric on Slope– Approx 2 Years

Bank Height/Composition

9

Tributaries/Wetlands

• 66 Creek• Loon Creek

Hydroperiod AnalysisMax Discharge about 2x Bankfull

Comparison of Water Surface Elevations at Cross Section 16

4223

4224

4225

4226

4227

4228

4229

4230

31-M ar-97 20-Apr-97 10-M ay-97 30-M ay-97 19-Jun-97 9-Jul-97 29-Jul-97 18-Aug-97 7-Sep-97 27-Sep-97

1994 Channel Geometry 2001 Channel Geometry Floodplain Inundation Elevation

10

1994 Channel Geometry 2000 Channel Geometry

Floodplain InundationBankfull Flow +15% (660 cfs)

Vegetation

11

2000 2000

2003 2004

12

20032001

13

Increased bird species Increased bird species abundance and diversity abundance and diversity

Heat Transport Model Heat Transport Model (Scenario(Scenario 11))

Longitudinal Temperature Profile 13.08.02 18:00 hScenario 1 and 1a

18

18.5

19

19.5

20

20.5

21

21.5

22

22.5

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000

Chainage [m]

Tem

pera

ture

[°C

]

Temperature Calculated

Measured Temperature

Temperature calculated, increasing of Shadingfor Section 6 and 7 of 15 %Temperature calculated, increasing of Shadingfor Section 6 and 7 of 10 %

Upstream Meadow

Chan-nelized

Canyon Project Site

14

Heat Transport Model Heat Transport Model (Scenario(Scenario 2a2a))

Longitudinal Temperature Profile 13.08.02 18:00 hScenario 02a

17

17.5

18

18.5

19

19.5

20

20.5

21

21.5

22

22.5

23

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000 14000

Chainage [m]

Tem

pera

ture

[°C

]

Temperature calculated before Restoration

Measured Temperature before Restoration

Temperature calculated after Restoration

Temperature calculated after Restoration and increase of shading of10% in Section 05, 06 and 07

S05 S06 S07 S08

S05 S06 S07 S08

Heat Transport Model Heat Transport Model (Scenario(Scenario 33))

Longitudinal Temperature Profile 13.08.02 18:00 hScenario 3a

17

17.5

18

18.5

19

19.5

20

20.5

21

21.5

22

22.5

23

0 1000 2000 3000 4000 5000 6000 7000 8000 9000 10000 11000 12000 13000

Chainage [m]

Tem

pera

ture

[°C

]

Temperature Calculated

Measured Temperature

Temperature Calculated (Scenario 3)

Temperature Calculated (Scenario 3a)

Upstream Meadow

Canyon Project Site

Chan-nelized

15

Lessons Learned• Use of Existing Sod• Importance of Vegetation• Equilibrium Channel Design• Bank Height/Composition• Importance of Tributaries• Upstream/Downstream Effects

Acknowledgements• Bonneville Power Adminstration– Funding Agency• Idaho Country Soil and Water Conservation District – Owner• Technical Advisory Committee – Peer Review• Wildlife Habitat Institute – Project Management and Revegetation• TerraGraphics – Final Engineering and Implementation, and

Monitoring• LRK – Monitoring Coordination and Communications• University of Idaho, Ecohydraulics Research Group – Conceptual

Engineering and Monitoring• Professional Operators Company - Construction


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