Structural design of non-standard desulfurization and denitrification equipment
Thread Content
How should equipment with high heights and large diameters, such as desulfurization towers and spray towers used in desulfurization and denitrification systems, be designed? 1. Can it be designed according to tower standards when the height-to-diameter ratio is less than 5? If not, what criteria should be used? 2. What standards are followed in the design of the external reinforcing angle steel?
The design standards for towers can be referred to; if the pressure is low, the standards for atmospheric-pressure vessels can also be used