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Channel × AssetStack · Marsden Point Terminal

Channel field digs · local DEMO evidence drafts

Whangārei Harbour · Ruakākā · Pacific/Auckland · NZDT (UTC+13 at demo snapshot)
Terminal Command
DEMO · Synthetic operating records as at 28 October 2026. Not live telemetry, actual contracts, inspection evidence or operational authority.
DEMO capture only. There is no automatic sync, central acceptance, photo upload or growth-model recalibration. The original legacy browser drafts are not imported into Channel records.

As-found DEMO draft · DEMO-CI-ILI-001

Saved on this browser only, including while offline after the feature has been cached. Not a central inspection record, verified report or repair approval. Anyone using this browser may access these demo drafts; do not enter real operational or personal data. Switching features discards entries not yet saved.

Reference wall initially comes from the synthetic ILI record; confirm its basis before calculating percentage loss. No photo or inspection document is attached by this form.

Selected feature · ILI / field comparison

No field depth is supplied for this feature. Save a DEMO draft to see its comparison; no historical results have been fabricated.

Field loss = 100 × (1 − minimum remaining wall / reference wall). The diagonal is unity only, not a tool tolerance, confidence band or site acceptance criterion. Check reference thickness, feature matching, calibration, measurement date and uncertainty before attributing a discrepancy to growth or tool bias.

Saved source and accountable verification
Record
6ae23fbde1248ff3d456e283
Feature
DEMO-CI-ILI-001
Pipeline
DEMO · Marsden Point–Wiri
Clock position
05:30
Coating / soil
Unknown · verify coating record / NZ corridor · soil study required
Dig status
not_planned
Saved field UT depth
Not supplied
Latest update
2026-10-28T18:32:29.828000

DEMO · synthetic Channel scenario at 2026-10-28. Not actual telemetry, survey geometry, inspection evidence or design data. Assumed matched runs 2018-10-28 / 2022-10-28 / 2026-10-28; diameters, grade, SMYS, wall and feature dimensions are synthetic. No field dig verification supplied.

The pipeline integrity engineer must confirm vendor matching, material / dimension certificates, the pressure basis and field NDT before deciding on an intervention. Excavation requires approved location, access, isolation and permits; no map or visualisation here locates a real feature. After work, an independent competent verifier must accept repair QA and the approved inspection / test results before operations authorises return to service; retain signed evidence and update the integrity plan.

Open this feature in the ILI register
Next review before changing the shared register

The NDT lead must confirm instrument calibration, a traceable measurement grid, reference wall, feature identity and actual supporting report. The integrity engineer must compare the signed findings with the approved repair criteria and decide whether further examination or intervention is needed. Only accepted evidence should change the shared ILI record, growth basis or work status; saving this draft does none of those things.