Stabilize the ground structure before judging pile height
The ground carries the pile yarn and transmits take-down force, so it needs its own specification. Record the ground yarn, knitting arrangement, visible stitch relationship and any binding role separately from the effect yarn. Inspect both faces under consistent light and mark machine direction. A surface that appears full can still conceal weak anchoring, ground lines or local distortion on the reverse.
Compare greige and finished measurements from the same labelled piece. Width, weight, length response and surface development may move together, and improving only one value can destabilize another. When a ground defect repeats at a fixed interval, preserve the roll position and machine reference before changing settings. The diagnosis should start from repeat geometry, not from a general assumption that every surface line is caused by pile-yarn tension.









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