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Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009 500 Year Flow Scenario

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

Waller Creek IntakeCFD Modeling and Simulation

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

Preliminary Results

October 5, 2009

500 Year Flow Scenario

Page 2: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

CFD model geometry with proposed flood control turning vane

Flood control turning vane

1 23

4

5

6

Page 3: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

Isosurface plot of water colored with velocity magnitude

(Isometric view)

Time = 300 sec.

Page 4: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

Isosurface plot of water colored with velocity magnitude

(Plan view)

Time = 300 sec.

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

Isosurface plot of water colored with velocity magnitude

(Plan view)

* same with slide 4 but different color scaleTime = 300 sec.

Page 6: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

Isosurface plot of water colored with water surface elevation

(Isometric view)

Time = 300 sec.

Page 7: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

Isosurface plot of water colored with water surface elevation

(Plan view)

Time = 300 sec.

Page 8: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

Plot of velocity contours with vectors

(Slice plane cut horizontally at elevation 465 Ft.)

Time = 300 sec.

Page 9: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

(Slice plane cut horizontally at elevation 470 Ft.)

Plot of velocity contours with vectors

Time = 300 sec.

Page 10: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

(Slice plane cut horizontally at elevation 476 Ft.)

Plot of velocity contours with vectors

Time = 300 sec.

Page 11: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

Plot of velocity contours with vectors

slice plane cut locationsTime = 300 sec.

Page 12: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

Plot of velocity contours with vectors

slice plane cut locationsTime = 300 sec.

Page 13: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

Plot of velocity contours

Time = 300 sec.

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

Isometric view 1

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

Plot of velocity contours

Time = 300 sec.

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

Isometric view 2

Page 15: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

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

100%

0 50 100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 1

Page 16: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

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

100%

0 50 100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 2

Page 17: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

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

100%

0 50 100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 3

Page 18: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

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

100%

0 50 100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 4

Page 19: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

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

100%

0 50 100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 5

Page 20: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009

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

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

100%

0 50 100 150 200 250 300 350 400

Perc

ent fl

ow v

aria

tion

s

Time (sec)

Percent flow variations at bar screen 6

Page 21: Waller Creek Intake CFD Modeling and Simulation ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520 Preliminary Results October 5, 2009