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Waller Creek Intake CFD Modeling and Simulation. 500 Year Flow Scenario. Preliminary Results. October 5, 2009. ALDEN Research Laboratory Inc. 30 Shrewsbury St., Holden, MA 01520. CFD model geometry with proposed flood control turning vane. Flood control turning vane. 1. 2. 3. 4. 5. 6.

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Waller Creek IntakeCFD Modeling and Simulation

500 Year Flow Scenario

Preliminary Results

October 5, 2009

ALDEN Research Laboratory Inc.

30 Shrewsbury St., Holden, MA 01520


CFD model geometry with proposed flood control turning vane

Flood control turning vane

1

2

3

4

5

6




Isosurface plot of water colored with velocity magnitude

(Plan view)

Time = 300 sec.

* same with slide 4 but different color scale


Isosurface plot of water colored with water surface elevation

(Isometric view)

Time = 300 sec.


Isosurface plot of water colored with water surface elevation

(Plan view)

Time = 300 sec.


Plot of velocity contours with vectors elevation

(Slice plane cut horizontally at elevation 465 Ft.)

Time = 300 sec.


Plot of velocity contours with vectors elevation

(Slice plane cut horizontally at elevation 470 Ft.)

Time = 300 sec.


Plot of velocity contours with vectors elevation

(Slice plane cut horizontally at elevation 476 Ft.)

Time = 300 sec.


Plot of velocity contours with vectors elevation

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

slice plane cut locations

Time = 300 sec.


Plot of velocity contours with vectors elevation

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

slice plane cut locations

Time = 300 sec.


Plot of velocity contours elevation

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

Isometric view 1

Time = 300 sec.


Plot of velocity contours elevation

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

Isometric view 2

Time = 300 sec.


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