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Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon

Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

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Page 1: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Physical modelling of the removal of Glines Canyon

Dam & Lake Mills

By

Chris Bromley, Gordon Grant, Colin Thorne

University of Nottingham / Oregon State University

Page 2: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Source: National Park Service

Page 3: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 4: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 5: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Elwha River Project

“…the full restoration of the Elwha River ecosystem and the native anadromous fisheries…’

Elwha River Ecosystem and Fisheries Restoration Act, 1992 (P.L. 102-495)

Page 6: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Lake Aldwell ~ 2.98 million m3

Lake Mills ~ 11.85 million m3

Page 7: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Image courtesy of National Park Service

Baselevel

Page 8: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

2.29 m =

2.8 cm

Page 9: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 10: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 11: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Research hypotheses The greater the magnitude of the drop in

baselevel,

a. The greater the incision and lateral adjustment that will occur within the original delta area

b. The more rapidly sediment will erode from the delta surface

c. The greater the total volume of original delta sediment will be eroded

Page 12: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 13: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 14: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 15: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 16: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Dam

Page 17: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Horizontal scale = 1 : 310

Vertical scale = 1 : 81.7

Vertical distortion = 3.79

Page 18: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

3.3 km = 10.65 m

Page 19: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

1.067 km = 3.44 m

Page 20: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

45.72 m = 0.56 m

Page 21: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

•Similitude of Froude No. & Shields No.

•Assume uniform steady flow

Page 22: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Qm = Qp * HV1.5

Qm growth = 110 l/min → Qp = 420 m3/s (14,825 cfs)

Page 23: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 24: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 25: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 26: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 27: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 28: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 29: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 30: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 31: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 32: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 33: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 34: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 35: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 36: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 37: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 38: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 39: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 40: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 41: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Amount of original delta eroded by different channel positions under the single and triple

notch scenarios

0

10

20

30

40

50

60

70

80

0 2,000 4,000 6,000 8,000 10,000Run time (minutes)

Per

cen

tag

e er

od

ed

1x L

3x L

3x C

3x R

Page 42: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State
Page 43: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Amount of original delta eroded by increasing incrementsof removal starting

from the central channel position

0

10

20

30

40

50

60

70

80

0 1,000 2,000 3,000 4,000 5,000

Run time (minutes)

Perc

en

tag

e e

rod

ed

3x C

6x C

12x C

21x C

Page 44: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Erosion rates of the original delta for the single and triple notch scenarios in

different channel positions

0

50

100

150

200

250

300

350

400

450

500

0 2,000 4,000 6,000 8,000 10,000

Run time (minutes)

Ero

sio

n r

ate

(cm

3/m

in) 1x L

3x L

3x C

3x R

Page 45: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Erosion rates of the original delta for increasing increments of dam

removal in the central channel position

0

100

200

300

400

500

600

700

800

0 2,000 4,000 6,000

Run time (minutes)

Ero

sio

n r

ate

(c

m3/m

in)

3x C6x C12x C21x C

Page 46: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

0 - 21 0 - 21

Page 47: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

3 - 21 3 - 21

Page 48: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

6 - 21 6 - 21

Page 49: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

9 - 21 9 - 21

Page 50: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

12 - 21 12 - 21

Page 51: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

15 - 21 15 - 21

Page 52: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

18 - 21 18 - 21

Page 53: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

R113x - center

R73x - left

21 - 21 21 - 21

Page 54: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Total dimensionless incision along initial delta topset

0.0

0.1

0.2

0.3

0.4

0.5

0.6

0.7

0.8

0.9

1.0

100 200 250Distance downstream along delta topset (cm)

Dim

ensio

nles

s inc

ision

(T

otal

inci

sion

/ in

itial

sed

imen

t dep

th)

1x Left 3x Left 3x Centre 6x Centre 12x C 21x C

Page 55: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Thalweg lengths for the different removal scenarios

200

400

600

800

1,000

1,200

1,400

0 1,000 2,000 3,000 4,000 5,000 6,000 7,000 8,000 9,000

Run time (Minutes)

Th

alw

eg le

ng

th (

cm)

1x L 3x L 3x C 6x C

12x C 3x R 21x C

Page 56: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Run From

(mins.)

To

(mins.)

Prototype

Sediment-transporting

time

(Weeks)

% total sediment volume

passing

Downstream

Yrs-worth of

Sediment

Transport

1x Left

7345 7765 7.0 8.41 6.6

3x Left

3430 3730 5 14.57 11.5

3x

Centre

3470 4360 14.8 32.69 25.8

3x

Right

2790 2940 2.5 3.72 2.9

Page 57: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Run From

(mins.)

To

(mins.)

Prototype

Sediment-transporting

time

(Weeks)

% total sediment volume

passing

downstream

Yrs-worth of

Sediment

transport

1x Left

7345 7975 10.5 13.54 10.7

3x Left

3430 4035 10.1 26 20.5

3x

Centre

3470 4720 20.8 40.08 31.7

3x

Right

2790 3430 10.7 15.54 12.3

Page 58: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Conclusions 1

• Volumes and rates of original delta erosion increase with,

-central incisional channels

-increasing magnitudes of removal

Page 59: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Conclusions 2• Beyond 3x C, relationships less clear,

-peak rates and volumes very high

during very early stages of removal

-increasing channel lengths d/s of original delta may represent negative feedback between original delta erosion and delta progradation

Page 60: Physical modelling of the removal of Glines Canyon Dam & Lake Mills By Chris Bromley, Gordon Grant, Colin Thorne University of Nottingham / Oregon State

Acknowledgements • St. Anthony Falls Laboratory & NCED• Dianna Smith, Jason Lundheim, Mike

Plante, Dick Christopher, Ben Erickson, Jeremy Schultz, Josh Brand, Matt Leuker

• Brett Otteson, Ben Freisen, Corey Markfort• Alessandro Cantelli, Gary Parker, Chris

Paola, Greg Stewart, Tim Randle, Gordon Grant, Colin Thorne

• Brian Winter, Bill Jackson, Reclamation