Describe or upload your BHA and we solve it with a
stiff-string finite-element model — Euler–Bernoulli beam,
unilateral low-side wall contact, buoyed weight — the same engine that
runs on our live wells. Check one inclination or upload a
whole survey and download it corrected. No account needed.
What the model assumes — read before trusting the number
Survey taken off bottom, no weight on bit — the string
hangs at the survey station; a survey taken with WOB stacked in is
a different beam problem and this correction does not apply.
Static string, not rotating — mud matters as buoyancy,
which is why we ask the mud weight. Pumps state, off-bottom
pick-up and steering type are asked below: anything the
beam model cannot represent grades the answer REDUCED with the
reason stated, never silently.
In-gauge hole at the assembly; a hole opener/under-reamer
making a two-diameter hole IS modelled — give its position
below. A washed-out section under a stabilizer still changes
the real contact.
Enter the inclination at the D&I sensor for the
station being corrected; corrected = raw + Δ.
Sag correction
Sign convention: Δ is added to
the raw survey (corrected = raw + Δ). On our live service this runs
on every station automatically — watch the demo wells
or request access.