Replies: 12 comments 3 replies
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"slightly different" could have a number of meanings. A couple of comments: -There is a range of c_d values for an orifce that depends on the geometric details of the contraction and expansion area. Any obstructions inside the vent will also impact the c_d. Your geometry does not appear to be indentical to the paper. Some of this could be your geometry has an expected c_d that differs from the paper -The paper states: "The chamber pressure was calculated from integrating the time and space average of the values of the manometer placed near to the four walls. To be noted, these manometers did not indicate any considerable difference in space. The pressure values in time showed some fluctuations. For time integration, the average value was taken into account in a simulation time of 20-25 s. " You appear to be doing something different. The paper doesn't have the input file or a very detailed description of the pressure measurements. You could try contacting the authors for details on exactly what they did. |
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I had reproduce a few cases from this paper and I remember mesh size, compartment size, measurement points, inlet/outlet VENT locations and flow direction were very important and can change the results. I agree with the comments above. I recommend to model the setup by closely following the information. |
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Thanks, @drjfloyd and @Er9y714, for your responses. However, this example relates to the coefficient of discharge for rectangular openings, which is typically tested to be around 0.7. |
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I cannot tell what your grid resolution is here relative to your geometry, but this has a big impact on whether you capture discharge coefficients correctly. You have to resolve (10-20 cells in the recirc zone) the recirculation region that causes the vena contracta. If you cannot afford to resolve the vena, then FDS provides an HVAC model where you can specify the loss coefficient exactly. |
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You also need to measure pressure outside the region where the flow contracts and expands. |
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The text below is my FDS code. I’ve tried measuring further away, but the issue persists. I note that for many rectangular AOVs, the coefficient of discharge (Cd) typically falls within the range of 0.65–0.7, which aligns with the results published in the referenced paper. However, regardless of parameter changes, I consistently obtain a Cd of approximately 0.78. Could you provide any input on how to achieve a more accurate pressure drop that matches the expected Cd range (~0.7), in line with the paper’s findings? Additionally, I’d like to clarify whether the HVAC loss option is applicable in this case. Would enabling it introduce additional losses, or is it redundant if the discharge coefficient for a rectangular opening is already being accounted for in the model? &HEAD CHID='Louvre_en_test'/ &MESH ID='MESH-01', IJK=44,44,33, XB=-2.375,3.125,-2.875,2.625,0.0,4.125, MPI_PROCESS=0/ &DEVC ID='GAS', QUANTITY='PRESSURE', XYZ=-1.25,0.0,2.875/ &SURF ID='Surface01', &OBST ID='Obstruction', XB=-1.125,-0.875,-1.5,1.0,5.0,6.25/ &HOLE ID='Hole', XB=-0.875,1.625,-1.25,0.75,5.0,5.25/ &VENT ID='Mesh Vent: MESH-02 [XMAX]', SURF_ID='OPEN', XB=3.125,3.125,-2.875,2.625,5.2,8.375/ &SLCF QUANTITY='PRESSURE', ID='Pressure', PBY=0.0/ &TAIL / |
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I ran the case. A few comments:
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Did you ask the authors of the 2014 paper if they still have the input files? There are several parameters that might be different between your simulation and theirs. There is also the possibility that changes in FDS over the past 10 years have resulted in this difference. |
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I ran the case you posted above with the latest version of the FDS source and version 6.0.1 from 2013, the version used in the paper that you cite above. For the old case, the pressure rise in the compartment is 1.59 Pa; for the new it is 1.47 Pa. Assuming that the discharge coefficient is defined This being said, we would want to simulate an actual experiment as faithfully as possible because empirical coefficients typically are not exact values but rather ranges. We would also have to run at finer resolution, etc, as is discussed above. |
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We have looked at cases like yours and compared against correlations reported in the Handbook of Hydraulic Resistance by Idelchik. We are experimenting with a slightly different velocity boundary condition at corners. When I test the new scheme on your case, the discharge coefficient becomes 0.66. I have not checked the Handbook to see what the correlations would say about your specific configuration. Often these correlations refer to so-called "sharp-edged" orifices, as opposed to the "thick-edged" orifice that you have. So it is not clear what one would expect in your case, but I can say that very subtle changes in the way corners are treated can lead to significant changes in discharge coefficient. Stay tuned. |
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I am attempting to replicate the test using the paper https://files.thunderheadeng.com/femtc/2014_d2-11-takacs-paper.pdf, which validates the test in accordance with EN 12101-2, Annex B, using FDS/PyroSim. However, the pressure values I am outputting are slightly lower than those in the paper, resulting in a higher discharge coefficient (Cd).
Should the pressure be obtained using the pressure gas-phase device as shown below, or do I need to incorporate an additional value?
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