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P.V. PANEL WIND LOAD EFFECTS M ARCH 2011 Arman Hemmati, Brady Zaiser, Chaneel Park, Jeff Symons, Katie Olver Interim Review II TEAM 12
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MARCH- 2011Design Review #4: DeLoPREC Overview Refresh Wind Tunnel Experiment Progress CFD Progress 1
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MARCH- 2011Design Review #4: DeLoPREC Refresh 2 Ideal angle of inclination is 51° Too much weight for the roof? Wind Tunnel testing – Experimental Computational Fluid Dynamics (CFD) - Computational
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Where We Were Designed model in SolidWorks Talked to Mike Johnson ▫Increase the thickness of adjustable support rods ▫Panel to be made from MDF Machining to be done at faculty shop 3
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Building the Model 4 Work order submitted February 4 Started work on February 22 ▫½” MDF was unavailable substituted ¾” Picked up on Friday February 25 Some problems with design ▫Filler on welded parts means that parts don’t fit together ▫MDF panel is heavier than expected Need to do force analysis
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Budget Estimated cost of model ▫Materials: ~$10 ▫Labour: ~$25 ▫Total: ~$35 This is the only planned cost for our project Extra costs may occur if something breaks or we do further tests 5
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Force Measurement 2 load cells measure lift force & pitching moment Drag plate measures drag ▫Old springs & strain gauge were not stiff enough ▫Rebuilt with load cell Using LabView program to capture data ▫3 data streams 6
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Wind Speed Measurement Wind speed affects drag/lift force by: F D or L = C D or L ∙ ½ ρv 2 A Cannot control speed in wind tunnel Need to measure wind speed Unable to capture digitally ▫Pressure too small for department’s pressure transducers ▫Hot wire anemometer fragile and expensive Manually read dynamic pressure ▫Source of error ▫Average not instant 7
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Testing Parameters Testing 3 parameters: ▫Wind direction ▫Panel angle ▫Panel height Wind direction ▫How does the force on the panel change depending on the wind direction? Front, back ▫2 levels 8
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Testing Parameters Panel angle ▫How does the force on the panel change as the angle increases? ▫In Calgary the ideal angle is 51° ▫Testing at: 35°, 50°, 65° and 80° ▫4 levels 9
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Testing Parameters Panel height ▫How does the force on the panel change as the distance between the ground and the bottom of the panel increases? ▫Unable to use CFD for this ▫ Testing at: 0, 1”, 2”, …, 6” ▫7 levels 10
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel – Testing Procedure How many runs? ▫2∙4∙7 = 56 runs per replication ▫2 replications = 112 runs Randomize run order ▫Lots of set-up between runs How long will it take? ▫5 min/run + daily set-up ▫Estimate 15 hours 1 week 11
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MARCH- 2011Design Review #4: DeLoPREC Wind Tunnel - Schedule Behind schedule ▫Hoped to test during reading week ▫Machining took longer than anticipated Next 5 weeks: ▫1 week testing ▫1 week analysing results ▫2 weeks further testing if necessary ▫1 week preparing report 12
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MARCH- 2011Design Review #4: DeLoPREC CFD - Update Pressure Coefficient Initially, C P > 1.5 Now, C P < 1.1 ▫Biggest contributing factor: length of CV in front of panel 13
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MARCH- 2011Design Review #4: DeLoPREC CFD - Verification Vertical Flat Plate Reference: “On the Flow of Air Behind an Inclined Flat Plate of Infinite Span” -Fage and Johansen, 1927. 14
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MARCH- 2011Design Review #4: DeLoPREC 15
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MARCH- 2011Design Review #4: DeLoPREC CFD – Initial Results 16
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MARCH- 2011Design Review #4: DeLoPREC 17
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MARCH- 2011Design Review #4: DeLoPREC CFD – Initial Results 18
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MARCH- 2011Design Review #4: DeLoPREC CFD – Next Step Determine why pressure increases with finer mesh Overcome convergence problems Try different solution models 19
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MARCH- 2011Design Review #4: DeLoPREC www.ucalgary.ca/deloprec
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