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Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009 2 Year Flow Scenario 1

Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

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Page 1: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Waller Creek IntakeCFD Modeling and Simulation

ALDEN Research Laboratory Inc.30 Shrewsbury St., Holden, MA 01520

Preliminary Results

October 14, 2009

2 Year Flow Scenario

1

Page 2: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

CFD model geometry with proposed flood control turning vane

Flood control turning vane

1 23

4

5

6

2

Page 3: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Plot of velocity contours with vectors

(Slice plane cut horizontally at elevation 465 Ft.)

Time = 250 sec.

3

Page 4: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Plot of velocity contours with vectors

(Slice plane cut horizontally at elevation 470 Ft.)

Time = 250 sec.

4

Page 5: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Plot of velocity contours with vectors

(Slice plane cut horizontally at elevation 476 Ft.)

Time = 250 sec.

5

Page 6: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

(Slice plane cut vertically at the center of the morning glory spillway.)

Plot of velocity contours with vectors

slice plane cut locationsTime = 250 sec.

6

Page 7: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

(Slice plane cut vertically at the center of the morning glory spillway.)

Plot of velocity contours with vectors

slice plane cut locationsTime = 250 sec.

7

Page 8: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Plot of velocity contours

Time = 250 sec.

(Slice planes cut vertically at the center of the morning glory spillway at different locations.)

Isometric view 1

8

Page 9: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Plot of velocity contours

Time = 250 sec.

(Slice planes cut vertically at the center of the morning glory spillway at different locations.)

Isometric view 2

9

Page 10: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

2

3

45

6

Velocity contour through each bar screen

Time = 250 sec.

Isometric view 1

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Page 11: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

1

2

34

5

6

Velocity contour through each bar screen

Time = 250 sec.

11

Isometric view 2

Page 12: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

12

3

4

5

6

Velocity contour through each bar screen

Time = 250 sec.

12

Isometric view 3

Page 13: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Isosurface plot of water colored with velocity magnitude

(Isometric view)

Time = 250 sec.

13

Page 14: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Isosurface plot of water colored with velocity magnitude

(Isometric view)

Time = 250 sec.

* same with slide 13 but different color scale

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Page 15: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Isosurface plot of water colored with velocity magnitude

(Plan view)

Time = 250 sec.

15

Page 16: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Isosurface plot of water colored with velocity magnitude

(Plan view)

Time = 250 sec. * same with slide 15 but different color scale

16

Page 17: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Isosurface plot of water colored with water surface elevation

(Isometric view)

Time = 250 sec.

17

Page 18: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

Isosurface plot of water colored with water surface elevation

(Plan view)

Time = 250 sec.

18

Page 19: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

-100%-90%-80%-70%-60%-50%-40%-30%-20%-10%

0%10%20%30%40%50%60%70%80%90%

100%

100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 1

19

Page 20: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

-100%-90%-80%-70%-60%-50%-40%-30%-20%-10%

0%10%20%30%40%50%60%70%80%90%

100%

100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 2

20

Page 21: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

-100%-90%-80%-70%-60%-50%-40%-30%-20%-10%

0%10%20%30%40%50%60%70%80%90%

100%

100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 3

21

Page 22: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

-100%-90%-80%-70%-60%-50%-40%-30%-20%-10%

0%10%20%30%40%50%60%70%80%90%

100%

100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 4

22

Page 23: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

-100%-90%-80%-70%-60%-50%-40%-30%-20%-10%

0%10%20%30%40%50%60%70%80%90%

100%

100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 5

23

Page 24: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

-100%-90%-80%-70%-60%-50%-40%-30%-20%-10%

0%10%20%30%40%50%60%70%80%90%

100%

100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 6

24

Page 25: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 14, 2009

-100%-90%-80%-70%-60%-50%-40%-30%-20%-10%

0%10%20%30%40%50%60%70%80%90%

100%

100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations through each bar screen

bar screen 1

bar screen 2

bar screen 3

bar screen 4

bar screen 5

bar screen 6

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