Pingxiang Daier Separation Tech Aug 26, 2026

Why Does Random Packing Break, Crush or Deform Inside a Tower?

Why Does Random Packing Break, Crush or Deform Inside a Tower?

Introduction

Random packing damage inside a tower can result from installation impact, excessive mechanical loading, support-grid problems, hydraulic upsets, vibration, temperature exposure or chemical incompatibility. The damage pattern itself often provides useful clues about the root cause.

Random packing is designed to maintain an open three-dimensional bed structure that allows:

  • gas or vapor to flow upward;
  • liquid to drain downward;
  • sufficient gas-liquid contact;
  • acceptable pressure drop.

When individual packing elements become:

  • broken;
  • crushed;
  • flattened;
  • softened;
  • swollen;
  • brittle;
  • permanently deformed,

the original bed geometry changes.

This can lead to:

  • reduced void fraction;
  • blocked flow passages;
  • increased pressure drop;
  • poor liquid drainage;
  • maldistribution;
  • premature flooding;
  • reduced mass-transfer efficiency.

Different packing materials fail in different ways.

For example:

  • ceramic packing is more susceptible to brittle fracture;
  • thin-wall metal packing can crush or deform;
  • plastic packing can soften, creep, swell or lose mechanical stability under unsuitable temperature or chemical exposure.

The key engineering question is therefore:

Why has the random packing lost its original geometry, and is the problem caused by the packing itself, the tower internals, the operating conditions or the installation method?


1. Why Packing Geometry Matters

Random packing performance depends partly on the open structure created by thousands of individual pieces.

The bed requires sufficient:

  • void space;
  • drainage paths;
  • gas passages;
  • exposed surface area.

If packing pieces become crushed or broken, the bed may develop:

  • locally dense regions;
  • smaller flow channels;
  • accumulated fragments.

Therefore, damaged packing can affect both:

Mechanical Integrity + Hydraulic Performance

This is why packing damage should not be treated as a cosmetic issue.


2. First Distinguish Damage from Fouling

A fouled packing element may still retain its original shape.

A damaged packing element has physically changed.

Fouling

Examples:

  • scale;
  • salt deposits;
  • solids;
  • polymer;
  • biological growth.

The geometry may still be recoverable after cleaning.


Mechanical or Material Damage

Examples:

  • broken ceramic;
  • crushed Pall Rings;
  • collapsed metal elements;
  • softened plastic;
  • cracked or embrittled polymer.

Cleaning cannot restore a permanently damaged geometry.

This distinction is critical when deciding whether packing can be reused.


3. Damage Type 1: Ceramic Packing Breakage

Ceramic random packing is widely used where chemical and thermal resistance are important.

However, ceramic materials are brittle.

Typical damage includes:

  • cracking;
  • chipping;
  • complete fracture;
  • accumulation of fragments.

Common causes include:

  • excessive drop height during installation;
  • impact loading;
  • poor support design;
  • excessive local mechanical stress;
  • tower vibration;
  • rough unloading and reinstallation.

4. Why Ceramic Damage Often Appears Near the Bottom of the Bed

The lower region of the bed carries the weight of packing above it.

For a deep ceramic bed, the bottom layer may experience substantial compressive load.

If the support provides poor or highly concentrated contact, some packing pieces can experience:

  • point loading;
  • uneven force distribution.

Damage may then concentrate near:

  • support bars;
  • beam edges;
  • restricted grid areas.

If most broken ceramic packing is found near the bottom, inspect the support system before simply replacing the packing.


5. Installation Free-Fall Can Damage Ceramic Packing Before Startup

Ceramic packing can be damaged before the tower ever operates.

If pieces are dropped from excessive height:

Impact Energy → Chipping / Fracture → Fragments at Bottom

The tower may then start with:

  • reduced open area;
  • broken packing;
  • abnormal bottom-bed density.

Possible operating symptoms include:

  • unexpectedly high clean-bed pressure drop;
  • premature flooding.

This is why controlled ceramic loading is important.


6. Support-Grid Geometry Can Contribute to Ceramic Breakage

A support grid should distribute load while retaining the packing.

Potential problems include:

  • excessively wide unsupported spans;
  • sharp concentrated support points;
  • excessive grid deflection;
  • poor fit between packing size and support geometry.

If ceramic packing bridges poorly across support openings, local stress can increase.

The support therefore has to be designed together with:

  • packing size;
  • bed depth;
  • expected wet load.

7. Broken Ceramic Fragments Can Create a Secondary Hydraulic Problem

Breakage can become self-reinforcing.

Ceramic fragments may fall downward and collect on the support.

This can reduce:

  • gas open area;
  • liquid drainage area.

The sequence may become:

Packing Breakage

↓

Fragments Accumulate

↓

Support Open Area Decreases

↓

Pressure Drop Increases

↓

Liquid Holdup Increases

↓

Premature Flooding

So the operating symptom may appear hydraulic even though the original root cause was mechanical.


8. Damage Type 2: Metal Random Packing Crushing

Metal random packing can offer good strength, but thin-wall designs are not indestructible.

Possible damage includes:

  • flattened rings;
  • bent tabs;
  • collapsed openings;
  • local crushing.

Causes may include:

  • rough handling;
  • excessive walking during maintenance;
  • concentrated mechanical loads;
  • severe bed compression;
  • impact during installation.

Once the packing geometry collapses, its hydraulic characteristics may no longer match the original design data.


9. Maintenance Activity Can Damage Metal Packing

A packed bed should not automatically be treated as a working platform.

Personnel standing directly on thin-wall packing can create concentrated loads.

Possible consequences include:

  • crushed top-layer packing;
  • local compaction;
  • deformation.

If damage is concentrated near the top of the bed after shutdown work, review:

  • maintenance access;
  • temporary platforms;
  • load-spreading arrangements.

The problem may have occurred during maintenance rather than process operation.


10. Excessive Bed Compression Can Deform Metal Packing

Random packing is normally intended to remain naturally settled.

If the bed is deliberately compressed by:

  • forcing a hold-down downward;
  • overfilling the tower;
  • mechanical restraint,

thin metal elements may deform.

This can reduce:

  • void fraction;
  • drainage capacity.

A hold-down grid should limit abnormal bed movement—not compress the bed to increase installed quantity.


11. Damage Type 3: Plastic Packing Deformation

Plastic random packing may include materials such as:

  • PP;
  • PE;
  • PVDF.

Failure modes differ from ceramic and metal.

Plastic packing may:

  • soften;
  • creep;
  • warp;
  • collapse;
  • swell;
  • become brittle.

The cause may involve:

  • temperature;
  • chemical exposure;
  • mechanical stress;
  • long operating duration.

12. Temperature Can Reduce Plastic Packing Mechanical Stability

Plastic materials have service-temperature limitations.

The exact acceptable temperature depends on:

  • polymer;
  • process chemistry;
  • load;
  • operating duration.

If operating temperature is too high, plastic packing may gradually lose stiffness.

Possible signs include:

  • flattened rings;
  • distorted openings;
  • reduced bed height;
  • increased packing density.

A tower may then experience increasing pressure drop without obvious solid fouling.

Do not evaluate plastic material suitability from chemical resistance alone.


13. Long-Term Creep Can Matter

Some polymer materials can deform slowly under sustained load.

This behavior can be influenced by:

  • temperature;
  • packing-bed load;
  • operating time.

The lower part of a deep plastic bed may experience greater sustained load than the upper section.

If deformation is concentrated at the bottom while chemistry remains compatible, mechanical creep and bed loading deserve evaluation.


14. Chemical Compatibility Can Change Plastic Geometry

A plastic may appear corrosion-resistant in a general sense but still interact poorly with a particular process fluid.

Possible effects include:

  • swelling;
  • softening;
  • embrittlement;
  • loss of mechanical strength.

Compatibility depends on more than pH.

Engineers should consider:

  • actual chemical species;
  • concentration;
  • temperature;
  • oxidizing conditions;
  • solvents;
  • exposure duration.

A pH value alone is not enough to select packing material.


15. Organic Solvents Require Particular Material Review

Some organic compounds can interact significantly with polymer materials.

A plastic packing that performs well in an aqueous acid or alkali system may not necessarily perform well in an organic-solvent environment.

Therefore, before blaming “poor manufacturing quality,” confirm whether:

  • the polymer was actually compatible with the fluid mixture;
  • operating temperature remained within an acceptable range.

16. Oxidizing Conditions Can Affect Polymer Life

Strong oxidizing environments may affect some polymers differently from ordinary acid or alkaline service.

Therefore, applications involving oxidizing chemicals require specific compatibility review.

Do not assume:

“Plastic = corrosion resistant = universally suitable.”

Material selection should always be process-specific.


17. Damage Type 4: Packing Movement and Collision

Lightweight random packing may move during:

  • high gas velocity;
  • gas surges;
  • flooding;
  • unstable startup.

Repeated packing movement can cause elements to:

  • collide;
  • rearrange;
  • migrate.

For brittle or mechanically sensitive packing, this can contribute to damage.

For lightweight plastic packing, the more common result may be:

  • bed movement;
  • uneven settling.

A hold-down device may be considered when movement risk is significant.


18. Can Flooding Damage Random Packing?

Flooding is primarily a hydraulic condition.

But severe hydraulic instability can also create mechanical consequences.

During flooding:

  • liquid holdup increases;
  • hydraulic forces increase;
  • packing may move;
  • bed loading can change.

For lightweight packing, movement may become significant.

For fragile packing, repeated hydraulic disturbance may contribute to damage.

However, if flooding is the root cause:

Replacing damaged packing without correcting the flooding problem will not solve the system.


19. Hydraulic Shock and Sudden Flow Changes

Rapid changes in:

  • gas flow;
  • liquid flow;
  • pressure

can create transient mechanical forces.

Examples include:

  • rapid blower startup;
  • valve opening;
  • compressor upset;
  • process trip.

A tower designed only around stable operating loads may behave differently during severe transient conditions.

If damage appears after a known upset event, include hydraulic shock in the root-cause review.


20. Tower Vibration Can Damage Packing Over Time

Vibration may come from:

  • blowers;
  • compressors;
  • pulsating gas flow;
  • structural resonance;
  • nearby rotating equipment.

Repeated movement can cause:

  • packing abrasion;
  • ceramic chipping;
  • bed settlement;
  • loose internals.

If damage is widespread and accompanied by signs of mechanical movement, tower vibration should be investigated.


21. Support-Grid Deflection Can Change the Bed Geometry

A support grid may remain structurally intact but sag under load.

This can create:

  • uneven bed depth;
  • packing migration toward low areas;
  • concentrated mechanical loading.

Ceramic packing is especially sensitive to poor load distribution.

During inspection, do not check only whether the support has “failed.”

Check whether it has:

  • bent;
  • sagged;
  • shifted.

22. Excessive Packed-Bed Height Can Increase Mechanical Load

A deeper packed bed provides more mass-transfer height.

But it also creates more:

  • packing weight;
  • operating liquid load.

For heavy materials such as ceramic, deep beds require careful support design.

A long bed may also increase:

  • liquid maldistribution;
  • wall flow.

Bed height should therefore be determined by both:

Process Requirements + Mechanical/Hydraulic Design

—not by filling as much packing as possible into the shell.


23. Liquid Holdup Adds to Bed Load

The support and lower packing do not experience dry packing weight alone.

During operation, the bed also contains liquid.

Under abnormal conditions such as flooding, liquid holdup can increase substantially.

This additional load may matter for:

  • support structure;
  • brittle packing.

Mechanical design should therefore consider realistic operating conditions.


24. Fouling Can Increase Mechanical Load

Deposits add mass to the bed.

Heavy accumulation of:

  • scale;
  • solids;
  • polymer;
  • sludge

can significantly increase effective packed-bed load.

Fouling can therefore create both:

  • hydraulic restriction;
  • mechanical stress.

In severe cases, a packing bed that was mechanically acceptable when clean may operate very differently after years of deposit accumulation.


25. Damage Type 5: Abrasion or Erosion

High-velocity gas, liquid droplets or entrained solids can produce long-term wear.

Potential locations include:

  • near gas inlet;
  • near liquid feed points;
  • localized high-velocity zones.

If damage is concentrated on one side of the tower, investigate:

  • inlet momentum;
  • gas distribution;
  • liquid impingement.

Uniform material failure and localized erosion are different failure patterns.


26. Damage Location Is a Diagnostic Clue

One of the most useful troubleshooting methods is to record where the damage occurs.


Damage Mainly at the Bottom

Possible causes include:

  • support-grid problem;
  • excessive bed load;
  • ceramic impact during loading;
  • accumulated broken fragments;
  • creep under sustained load.

Damage Mainly at the Top

Possible causes include:

  • maintenance traffic;
  • packing movement;
  • hold-down compression;
  • gas surge.

Damage Mainly on One Side

Possible causes include:

  • gas inlet jet;
  • local hydraulic overload;
  • poor distribution;
  • localized liquid impact.

Damage Throughout the Entire Bed

Possible causes include:

  • incompatible material;
  • excessive temperature;
  • severe long-term mechanical condition;
  • widespread chemical degradation.

The pattern can substantially narrow the investigation.


27. Bed Height Reduction Is an Important Warning Sign

If the packed-bed elevation decreases significantly over time, possible causes include:

  • natural minor settling;
  • packing deformation;
  • crushing;
  • breakage;
  • bed movement.

A small amount of settling may be normal depending on the system.

Large or continuing bed-height loss deserves investigation.

This is why installation and commissioning records are useful.


28. Increased Pressure Drop Without Fouling Can Indicate Packing Damage

Suppose:

  • gas flow is unchanged;
  • liquid flow is unchanged;
  • no major deposits are found;

but ΔP has increased.

Possible causes include:

  • packing collapse;
  • bed compaction;
  • broken fragments;
  • support deformation.

Mechanical damage should therefore be part of the pressure-drop troubleshooting tree.


29. Reduced Efficiency Can Also Result from Damage

Packing damage does not always cause high pressure drop first.

If bed geometry becomes uneven, engineers may see:

  • channeling;
  • maldistribution;
  • reduced effective area.

The tower may lose:

  • absorption efficiency;
  • distillation efficiency;
  • stripping performance

before severe hydraulic restriction appears.


30. Damaged Packing Can Promote Maldistribution

Crushed or broken packing changes local resistance.

Gas and liquid may then prefer:

  • more open regions;
  • wall regions;
  • channels around compacted areas.

This produces uneven bed utilization.

Therefore:

Packing Damage → Uneven Resistance → Maldistribution → Performance Loss


31. Damaged Packing Can Promote Flooding

If damaged packing reduces void space:

  • gas velocity through remaining passages rises;
  • liquid drainage becomes more difficult.

The flooding margin decreases.

A tower may therefore flood at a lower throughput than when the packing was intact.


32. Damaged Packing Can Increase Liquid Carryover

If damage creates:

  • local flooding;
  • higher gas velocity;
  • unstable liquid holdup,

entrainment may increase.

This means packing damage may eventually appear as a tower-top carryover problem.

Again, the observed symptom is not necessarily the original root cause.


33. Installation Damage vs In-Service Damage

A key question is:

Was the packing damaged before startup, or did it fail during operation?

Useful clues include:

Immediately High ΔP After Commissioning

Consider:

  • installation breakage;
  • compaction;
  • wrong packing;
  • support problem.

Gradual Deterioration

Consider:

  • fouling;
  • creep;
  • corrosion;
  • chemical attack.

Sudden Change After an Upset

Consider:

  • flooding;
  • hydraulic shock;
  • packing movement.

Historical operating data are essential.


34. New Packing Can Still Fail Quickly if Material Selection Is Wrong

A newly installed bed may deform within a short period if:

  • operating temperature exceeds material capability;
  • chemicals are incompatible;
  • mechanical loads were underestimated.

Therefore, premature failure should not automatically be attributed to age or wear.

Review the design basis.


35. Manufacturing Quality Should Be Considered—but Not Assumed

Packing quality can influence:

  • dimensions;
  • wall thickness;
  • material consistency;
  • mechanical strength.

If failure occurs, supplier quality may need investigation.

But engineering troubleshooting should also examine:

  • installation;
  • material compatibility;
  • operating conditions;
  • internals.

A damaged bed should not automatically be assigned to one cause without evidence.


36. Should Damaged Packing Be Cleaned and Reused?

Cleaning can remove deposits.

It cannot restore:

  • collapsed geometry;
  • broken ceramic;
  • chemically degraded polymer;
  • severely corroded metal.

Therefore, damaged pieces should normally be separated from merely dirty pieces.

Reuse assessment should consider:

  • shape;
  • strength;
  • material condition;
  • hydraulic suitability.

37. When Replacement Is Usually the Better Decision

Replacement deserves serious consideration when:

  • void geometry is permanently changed;
  • ceramic breakage is extensive;
  • plastic packing has softened or collapsed;
  • metal packing is severely deformed;
  • corrosion has weakened the packing;
  • fragments repeatedly block the support.

The question is not whether the packing still physically exists.

It is whether it can still provide the intended hydraulic and mass-transfer performance.


38. Do Not Replace Packing Without Correcting the Root Cause

This is the central maintenance principle.

If the original cause is:

  • inadequate support;
  • excessive temperature;
  • incompatible chemistry;
  • flooding;
  • poor installation,

identical replacement packing may fail again.

The correct sequence is:

Diagnose → Correct Root Cause → Select Replacement → Reinstall


39. When Packing Size Should Be Reconsidered

If damage is related to:

  • excessive hydraulic loading;
  • fouling;
  • restrictive geometry,

a different packing size may be considered.

Larger packing may provide:

  • lower pressure drop;
  • larger flow passages.

But it may also reduce:

  • specific surface area;
  • separation efficiency per unit height.

Any change requires process and hydraulic review.


40. When Packing Material Should Be Reconsidered

A material change may be necessary when failure is caused by:

  • corrosion;
  • chemical attack;
  • temperature.

Possible comparison may include:

  • PP;
  • PVDF;
  • metal;
  • ceramic;

depending on process conditions.

The decision should use actual:

  • chemical species;
  • concentration;
  • temperature;
  • mechanical load.

Do not substitute one material based only on a broad “corrosion-resistant” label.


41. When the Support Grid Should Be Redesigned

If damage is concentrated near the bed bottom, review:

  • support open area;
  • support spacing;
  • beam design;
  • deflection;
  • packing retention.

Replacement packing alone may not solve repeated bottom-bed breakage.


42. When a Hold-Down Grid Should Be Added or Changed

If lightweight packing repeatedly moves under gas surges, a hold-down or bed limiter may deserve evaluation.

But confirm first that the tower is not routinely operating too close to flooding.

A hold-down is not a substitute for adequate hydraulic margin.


43. When Gas Distribution Should Be Investigated

If damage is concentrated on one side or near the inlet region, check:

  • inlet nozzle velocity;
  • gas-distribution space;
  • support-beam arrangement;
  • gas distributor if present.

Localized high gas velocity can create highly uneven operating conditions.


44. What Should Be Documented During Packing Removal?

Do not simply unload everything into one pile.

Where practical, record:

  • bed elevation;
  • damage location;
  • damage type;
  • fouling pattern;
  • support condition.

Photographs can be especially valuable.

A damaged packing pattern is evidence.

Mixing all removed material can destroy that evidence.


45. Inspect the Support Before Installing Replacement Packing

After removal, inspect:

  • support grid;
  • beams;
  • corrosion;
  • deformation;
  • blocked openings;
  • broken fragments.

Do not load replacement packing onto a support that caused the previous failure.


46. Inspect the Hold-Down

Check:

  • deformation;
  • excessive compression;
  • packing marks;
  • corrosion;
  • open area.

A hold-down installed too tightly may itself have contributed to packing deformation.


47. Inspect the Distributor and Redistributor

Damage and maldistribution can interact.

Review:

  • blocked outlets;
  • distributor levelness;
  • feed impact;
  • uneven liquid loading.

A mechanically damaged bed may sometimes be the consequence of localized hydraulic overload.


48. Data Required to Diagnose Random Packing Damage

Packing Data

  • packing type;
  • nominal size;
  • material;
  • bulk density;
  • installation date.

Tower Data

  • internal diameter;
  • packed height;
  • number of packed beds.

Mechanical Data

  • support-grid design;
  • support beams;
  • hold-down arrangement;
  • manway size.

Process Data

  • gas flow;
  • liquid flow;
  • temperature;
  • pressure;
  • process composition.

Operating History

  • flooding incidents;
  • pressure surges;
  • vibration;
  • startup/shutdown events;
  • temperature excursions.

Damage Evidence

  • photographs;
  • damage location;
  • broken/deformed percentage;
  • support condition.

49. Random Packing Damage Diagnostic Workflow

Step 1 — Identify the Damage Mode

Determine whether the packing is:

  • broken;
  • crushed;
  • softened;
  • swollen;
  • brittle;
  • corroded.

Step 2 — Map the Damage Location

Is it:

  • bottom;
  • top;
  • one side;
  • entire bed?

Step 3 — Compare with Installation History

Check:

  • loading method;
  • free-fall height;
  • maintenance access.

Step 4 — Review Material Compatibility

Evaluate:

  • chemicals;
  • concentration;
  • temperature;
  • exposure duration.

Step 5 — Review Hydraulic History

Look for:

  • flooding;
  • high gas velocity;
  • pressure surges;
  • excessive liquid holdup.

Step 6 — Inspect the Support Grid

Check:

  • load distribution;
  • deflection;
  • opening geometry;
  • fragments.

Step 7 — Inspect the Hold-Down and Other Internals

Look for evidence of:

  • compression;
  • movement;
  • localized loading.

Step 8 — Determine Whether the Packing Can Be Reused

Separate:

Dirty but Intact

from:

Permanently Damaged


Step 9 — Correct the Root Cause

Possible actions include:

  • improved installation method;
  • support redesign;
  • material change;
  • packing-size change;
  • hydraulic debottlenecking;
  • hold-down modification.

Step 10 — Install Replacement Packing and Recommission

Establish a new baseline for:

  • packed-bed height;
  • pressure drop;
  • performance.

Frequently Asked Questions

Why is ceramic tower packing breaking?

Common causes include excessive installation impact, poor support/load distribution, vibration, deep-bed mechanical loading and rough handling during maintenance.


Why are random Pall Rings crushed inside a tower?

Possible causes include excessive compression, mechanical loading, installation damage or unsuitable operating conditions. For plastic Pall Rings, temperature and chemical exposure should also be reviewed.


Can flooding damage random packing?

Severe flooding can increase liquid holdup and hydraulic forces and may contribute to packing movement or mechanical stress, particularly for lightweight or fragile packing.


Why is packing damage concentrated at the bottom of the bed?

Possible causes include:

  • bed weight;
  • support-grid design;
  • grid deflection;
  • ceramic installation impact;
  • accumulated fragments.

Why has plastic random packing become deformed?

Possible reasons include:

  • excessive temperature;
  • long-term creep;
  • chemical incompatibility;
  • mechanical compression.

Can damaged random packing be reused?

Only if the packing retains acceptable geometry, material integrity and hydraulic function. Permanently crushed, broken or chemically degraded packing should not be treated as equivalent to undamaged packing.


Can packing damage cause high pressure drop?

Yes.

Crushed packing or broken fragments can reduce void space and restrict gas/liquid flow.


Should I replace the packing with the same type after damage?

Not automatically.

First identify why the original packing failed. The replacement may require changes to:

  • material;
  • size;
  • support grid;
  • hold-down;
  • operating conditions.

Engineering Takeaway

Random packing breakage, crushing or deformation is a root-cause problem—not simply a replacement problem.

The most useful diagnostic sequence is:

Identify Damage Mode → Map Damage Location → Review Installation → Check Material Compatibility → Review Hydraulic Events → Inspect Support/Hold-Down → Correct Root Cause → Replace or Reuse

The key question is not:

“How many damaged pieces should we replace?”

It is:

“Why did the packing lose its original geometry, and what must change so the replacement bed does not fail in the same way?”

Damage patterns can provide valuable evidence:

  • Bottom damage → support/load/installation impact;
  • Top damage → compression/movement/maintenance;
  • One-side damage → localized hydraulic distribution;
  • Uniform deformation → material/temperature/chemical compatibility.

Understanding that pattern can turn a simple replacement project into a much more reliable tower retrofit.


Need help evaluating damaged random packing from an operating tower?

Prepare:

tower diameter · packing type/size/material · packed height · operating temperature/pressure · gas/liquid rates · support-grid details · damage location · operating history · photos of damaged packing

DAIER Tower Packing Engineering Assistant can support preliminary packing and hydraulic screening before detailed replacement or tower-internals review.

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