A pipeline weld is judged twice. The first judgment happens at the weld station, when NDT accepts or rejects the joint. The second happens weeks later, when the completed string must survive hydrostatic testing, pass cleaning and gauging pigs, come through drying, and enter commercial service. This second judgment does not care how fast the weld was made — it only cares whether the joint geometry, internal profile and documentation hold up. This article maps the handover from pipeline automatic welding to pressure testing, pigging, drying and commissioning, and shows what each machine type — single-torch and dual-torch external welders, battery and flexible internal welders, and automatic TIG equipment — contributes to a clean pass.
Why the handover stage punishes weld defects
Downstream stages amplify upstream weld quality problems rather than averaging them out. One joint with excessive cap reinforcement or a protruding internal bead can stop a pig run and force a re-mobilization of the pigging spread. One leak path can fail an entire test section that took days to fill and pressurize. The economics are asymmetric: welding a joint takes minutes with automation; re-testing a failed section takes days. That asymmetry is the business case for treating test-readiness as a welding deliverable, not a commissioning problem.
Interface map: from last weld to first gas
| Downstream stage | What it examines on the weld | Fail signal | Welding-side lever |
|---|---|---|---|
| Hydrostatic test | Leak tightness of the joint under test pressure | Pressure decay, visible weeping at the joint | Root and fill quality, fusion, repair discipline before burial |
| Cleaning pigging | Internal profile: root bead height, spatter, misalignment | Pig stalls, excessive wear, stuck pig | Internal welder centering, root parameter window |
| Caliper / geometry pig | Internal diameter reduction at girth welds | Dents or protrusions above threshold | Hydraulic centering correction of misalignment, root bead control |
| Drying | No trapped moisture paths at joints | Dew point does not converge | Complete joint coating before backfill, no crevices |
| Commissioning | Joint records complete and traceable | Dossier gaps delay acceptance | Data export from welder touchscreen, multi-channel process data |
Four machine types, four commissioning duties
| Machine | Core specification anchors | Contribution to a clean handover |
|---|---|---|
| Single-torch external welder (DW-EW-I) | Hole-pattern steel track, rack-and-pinion drive, parameters change automatically with weld position, touchscreen with data upload/download, Φ219–Φ1422mm | Uniform caps at every clock position; consistent geometry that coats well and passes inspection the first time |
| Dual-torch external welder (DW-EW-II) | Dual torches, straight and angular oscillation modes, automatic arc tracking, multi-channel process data storage and export | Even, symmetric caps at double speed; traceable per-joint records for the test dossier |
| Battery internal welder (DW-EH48/56) | 8 welding units, ≤90s per pass, hydraulic expansion 5–7MPa, 30L shielding gas tank, 10–35mm wall, -40~65℃, ≤4000m altitude | Smooth internal root bead on Φ1219–Φ1422mm lines — the single biggest factor in first-pass pig runs |
| Flexible internal welder (DW48/56-8H-D) | 8 units, ≤120s per pass, assembly + root weld in about 5 minutes, wire Φ0.9–1.2mm, 230AH×3, 2400kg, passes 5/6D bends | Compact body and bend passage let the root station keep up on mountainous alignments without skipping joints |
| Automatic TIG equipment | No standalone data sheet; accept per approved WPS | Root passes on small-diameter and high-spec joints where internal bead protrusion cannot be tolerated |

Single-torch external welder: cap geometry that survives coating
The cap is what the coating crew and the inspector see. Caps that are too high, too ragged or asymmetric create coating holidays, paint-thin edges and ultrasonic coupling problems. The DW-EW-I holds cap consistency by letting parameters change automatically with position around the circumference — the operator does not hand-adjust voltage and speed as the torch climbs from 6 o’clock to 12 o’clock. For handover purposes this matters twice: consistent caps pass visual inspection without rework loops, and uniform geometry means the field-joint coating applied before backfill cures evenly, leaving no moisture traps for the drying stage to fight.
Dual-torch external welder: symmetric caps and a test-ready dossier
The dual-torch machine compresses the fill and cap stages, which shortens the window between welding and testing — helpful when a test section schedule is fixed. Two features carry direct handover value. First, automatic arc tracking keeps both beads even across the joint; a lopsided double-arc cap is exactly the geometry that traps coating materials and shows up later as a coating defect. Second, multi-channel process data with storage, recall and export turns the weld itself into documentation: when the pipeline operator’s acceptance team asks for weld records supporting the hydrotest dossier, the data leaves the machine in digital form instead of being reconstructed from paper logs.

Internal welders: the internal bead is the pigging question
For large-diameter lines, Φ1219–Φ1422mm, the internal root bead is what cleaning and caliper pigs actually slide over. Three machine-level controls determine whether that bead is pig-friendly:
- Hydraulic expansion centering at 5–7MPa corrects pipe misalignment (hi-lo) before the root pass — misalignment is the primary cause of internal protrusion and step.
- Eight synchronized welding units deposit the root around the full circumference without starts and stops, avoiding the local humps that hand-rooted joints show.
- On the flexible model, wire of Φ0.9–1.2mm and a compact 2400kg body that passes 5/6D bends keep the root station productive on mountainous routes, so joints are not skipped and re-entered out of sequence.
The battery model DW-EH48/56 completes a pass in ≤90 seconds and carries its own 30L shielding gas tank; the flexible model DW48/56-8H-D does assembly and root welding in roughly 5 minutes. Both figures matter for handover only in one sense: they let the internal root station keep pace with the external stations, so no joint waits overnight half-welded — an open root is a corrosion and moisture entry point that complicates drying and pre-commissioning.


Pre-test readiness: what must close before water goes in
| Gate | Requirement | Who signs | Welding-side evidence |
|---|---|---|---|
| NDT complete | All girth welds in the test section accepted (AUT/RT per code) | QC | Joint-by-joint NDT log |
| Repair closed | Repairs executed and re-inspected within code limits | QC / Welding engineer | Repair records, original defect maps |
| Coating done | Field-joint coating applied, holiday-tested, before backfill | Coating QC | Coating and holiday test records |
| Documentation | Weld map, parameters, operator IDs traceable per joint | Welding supervisor | Data export from welders, weld map |
| Section closed | Tie-in welds completed and accepted or pressure-tested separately | Construction manager | Tie-in weld log |
The waiting period between final welding and pressurization is governed by the applicable code and the approved WPS, not by habit; confirm it per project. The general industry practice is to allow NDT completion and any specified hold time before filling.
Pigging and the caliper pig: reading failures back to the weld
| Pig-run symptom | Most likely weld-related cause | Prevention at the weld station |
|---|---|---|
| Pig stalls at a girth weld | Internal bead protrusion or hi-lo step above passage limit | Hydraulic centering; root parameter window tuned per WPS |
| Excessive pig cup wear | Rough internal bead, spatter, start/stop humps | Continuous 8-unit root deposition; clean interpass |
| Caliper flags at specific clock positions | Systematic defect at one position → parameter not tracking position | Position-based automatic parameter change (DW-EW-I), arc tracking (DW-EW-II) |
| Repeated flags on the same crew shift | Setup or consumable drift | Pre-shift verification against stored parameter set |
| Stuck pig at a tie-in | Tie-in root welded from outside with poor internal profile | Plan tie-ins as internal-welder or automatic-TIG roots where diameter allows |
Drying and commissioning: joints as moisture traps
After hydrotesting, the line is dewatered, cleaned, dried — commonly by foam pigs, then dry air or nitrogen until a stable dew point is reached. Industry-typical acceptance targets are in the region of -20℃ atmospheric dew point for natural gas lines; the project specification governs. Welds enter this story in two ways. An incomplete or damaged field-joint coating over a weld lets water sit in crevices and keeps the dew point from converging, forcing extra drying runs. And every hour of drying time on a large-diameter line is expensive, so the cheapest drying is a weld that was coated completely the first time. During commissioning, the weld dossier — parameters, NDT, coating, test results per joint — is what turns handover from negotiation into verification. The touchscreen data upload/download on the external welders and the multi-channel data on the dual-torch model exist for exactly this endpoint.
Ten-item handover readiness checklist
- 100% of girth welds in the test section NDT-accepted and logged.
- All repairs closed within code repair limits, re-inspected and documented.
- Field-joint coatings holiday-tested before backfill; no bare welds buried.
- Internal root bead profile spot-checked on early production joints.
- Hi-lo measurements recorded at root stations; centering pressure verified (5–7MPa).
- Welder parameter sets backed up via data export for the dossier.
- Pigging plan reviewed against root bead specification and bend radii (5D/6D).
- Tie-in welds scheduled with NDT before section closure.
- Drying acceptance criterion (dew point target) agreed with the operator in writing.
- As-built weld map reconciled with joint numbering used in test records.
FAQ
Do automatic welds actually reduce hydrotest failure rates?
They reduce the variation that causes leaks: position-based automatic parameters remove operator-to-operator scatter, arc tracking corrects drift, and hydraulic centering removes hi-lo at the root. No welding process guarantees a leak-free section — but consistent joints are the reason most modern large-diameter test sections pass on the first fill.
Can internal welder roots pass a caliper pig?
That is precisely their design intent for Φ1219–Φ1422mm lines. The 8-unit continuous root avoids start/stop humps, and centering-corrected misalignment avoids steps. Even so, the caliper run should be planned for every project; profiles must be verified against the project pigging specification, not assumed.
What if a leak appears during the test?
Depressurize safely, excavate, and apply the repair-versus-cutout decision framework already established in our repair planning guidance: two-repair limits, heat-input rules and re-NDT apply. The weld data export helps the repair analysis because the original parameters are on record.
Does the automatic TIG machine have published specifications?
No standalone data sheet is published; acceptance is per the approved WPS. Its handover role is the root pass on small-diameter or high-spec joints where internal protrusion cannot be tolerated and pigging margins are tight.
Conclusion
Test, pig and drying outcomes are decided at the weld station, weeks before the test header is connected. Machines that hold geometry constant — position-tracked external welders, centered and continuously depositing internal welders, tracked dual-torch caps — are the reason a pipeline reaches commissioning with its weld dossier intact. Build handover readiness into your welding plan: export the data, coat every joint completely, verify the internal profile, and the second judgment of every weld will match the first.
Beijing Anjie Weida Technology Co., Ltd. (DENOH Group)
Tel: 010-86468776
Email: sales@denohgroup.com
WhatsApp/WeChat: 13521628344
