P
Pingxiang Daier Separation TechSep 21, 20263 min read

How to Retrofit a Mist Eliminator When Gas Velocity Increases but Tower Diameter Cannot Change

When gas throughput increases in a fixed-diameter tower, the mist eliminator must be checked for higher face velocity, pressure drop, re-entrainment, drainage load, peripheral bypass, and outlet-flow nonuniformity. A packed-bed capacity upgrade is incomplete if the top separator becomes the new bottleneck.
P
Pingxiang Daier Separation TechSep 21, 20263 min read

How to Retrofit a Mist Eliminator When Droplets Become Finer After a Process Change

When a process change produces finer droplets, the existing mist eliminator should be reassessed for the new droplet distribution, gas velocity, fouling tendency, drainage, pressure-drop allowance, and required outlet carryover. The retrofit may involve media modification, technology change, or staged separation.
P
Pingxiang Daier Separation TechSep 21, 20263 min read

How to Add an Online Wash System to a Fouling Mist Eliminator

An online mist-eliminator wash retrofit should be designed around the actual deposit, spray coverage, cleaning pressure, drainage capacity, gas operating rate, material compatibility, and nozzle maintainability. Washing should remove fouling without creating separator flooding or new liquid carryover.
P
Pingxiang Daier Separation TechSep 21, 20263 min read

How to Retrofit a Mist Eliminator with Poor Liquid Drainage

Poor mist-eliminator drainage can cause liquid accumulation, pressure-drop increase, and re-entrainment even when droplet capture is otherwise adequate. Retrofit should evaluate orientation, support obstruction, tower levelness, drainage channels, fouling, liquid load, gas velocity, and cleaning access.
P
Pingxiang Daier Separation TechSep 21, 20263 min read

How to Convert a One-Piece Mist Eliminator into Removable Sections During Retrofit

Converting a one-piece mist eliminator into a sectional design improves future maintenance, but segmentation must preserve gas sealing, drainage, structural support, manageable section weight, and correct fit through the actual manway and internal access route.