When field welding is prohibited, tower internals should be designed around existing supports, bolted or clamped segmentation, secure fasteners, realistic assembly access, compatible materials, and full structural loads. No-weld installation requirements should be defined before fabrication begins.

Replacement tower internals can often be designed around existing support rings and beams, but those interfaces must first be measured and structurally verified. Load paths, hydraulic area, levelness, segmentation, thermal movement, and realistic installation tolerances should all be considered.

Field measurement for replacement tower internals should document actual inside diameter, ovality, support rings, beams, manways, nozzles, vertical clearances, obstructions, and orientation. Accurate brownfield measurements reduce fabrication errors and site rework.

When original tower drawings are missing, retrofit design should be based on systematic field measurement of diameter, elevations, supports, manways, nozzles, existing internals, materials, and access conditions. The project should also create new as-built documentation for future maintenance.

Changes in liquid viscosity, density, or surface tension can alter packed-tower wetting, liquid holdup, pressure drop, mass transfer, drainage, and distributor performance. Existing tower hydraulics should therefore be reassessed using the actual new liquid properties.