Structural calculation issues for desulfurization absorption towers
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1. The H/D ratio of the absorption tower is generally less than 5; which standard should be used for seismic calculations? GB50341 is applicable when H/D is not greater than 1.6 ； Tower-type containers are suitable for H/D>5. 2. What standard is used for the formula to calculate shell thickness? I looked at several reference calculation books, and the standards used varied, which was a bit confusing.
Different industries may have different implementation standards
Without operational parameters, it is difficult to determine; if it is a tower, calculations using a tower are also feasible when the H/D ratio is less than 5, following the design in Appendix E
Appendix E of NBT 47041-2014 \"Tower Containers\"
For the detection of desulfurization slurry concentration in power plants, is this detection done online or in a laboratory?