Level run reduction and closure
Heights of instrument and elevations from a level book, the arithmetic check, and for a loop or a run between benchmarks, the misclosure, its allowable, and the adjusted elevations.
Experimental: not yet fully verified. How results are checked
ΣBS − ΣFS is 13.49 ft less 13.51 ft, and it checks against the elevations. The run misses closing by -0.02 ft.
| Station | Height of instrument | Elevation | Adjusted elevation |
|---|---|---|---|
| BM 1 | 104.520 ft | 100.000 ft | 100.000 ft |
| TP 1 | 106.680 ft | 100.550 ft | 100.557 ft |
| TP 2 | 104.260 ft | 101.420 ft | 101.433 ft |
| BM 1 | 99.980 ft | 100.000 ft |
- Sum of foresights
- Arithmetic check
- Misclosure
- Allowable closure
- Closure
Provenance
- Computed by
- survey.reduction.level-run 1.0.0, core 0.1.0
- Model
- HI = elevation + BS; elevation = HI − FS (or − IS for a side shot); check ΣBS − ΣFS = last − first elevation; misclosure = observed − known closing elevation, distributed in proportion to cumulative distance (or to setups when no distances are given); allowable = C·√K (Ghilani & Wolf 2021, ch. 5)
- Accuracy
- Exact arithmetic; the allowable closure is the standard you choose, entered as C
- Notes
- 1 shown with the answer
- Cites
- Ghilani, C. D., and Wolf, P. R., Pearson, Elementary Surveying: An Introduction to Geomatics
Something look off?
How we got thisFormula, worked example, sources, and proof
Model: HI = elevation + BS; elevation = HI − FS (or − IS for a side shot); check ΣBS − ΣFS = last − first elevation; misclosure = observed − known closing elevation, distributed in proportion to cumulative distance (or to setups when no distances are given); allowable = C·√K (Ghilani & Wolf 2021, ch. 5)
Accuracy: Exact arithmetic; the allowable closure is the standard you choose, entered as C
Worked example: A loop from BM 1 through two turning points and back. Source: A level loop in the textbook's note form. It is golden test vector v002, and every build checks the tool still gives its answer within its tolerance.
You enter
- Allowable constant C
- 0.05 ft
- Level book
- BM 1, 4.52 ft TP 1, 6.13 ft, 3.97 ft, 300 ft TP 2, 2.84 ft, 5.26 ft, 280 ft BM 1, 4.28 ft, 310 ft
- Starting elevation
- 100.00 ft
You get
- Sum of backsights
- 13.49 ft
- Sum of foresights
- 13.51 ft
- Arithmetic check
- ΣBS − ΣFS = 13.490 − 13.510 = -0.020 ft, and the last elevation less the first = -0.020 ft: balanced
- Misclosure
- -0.02 ft
- Allowable closure
- 0.026 ft
- Closure
- within the allowable
Review: Not yet independently reviewed by a licensed surveyor.
Last verified: 2026-09-23, when a maintainer last confirmed this tool's sources at the issuer. See the sources ledger.
Status: version 1.0.0, core 0.1.0. See this tool in the verification report.
Changes
- 2026-09-23, fixed: Survey tools cite Ghilani and Wolf's Elementary Surveying, 16th edition (2021), but their method notes said "Ghilani & Wolf 2018". The notes now give 2021, the edition cited. No results change. Changelog
Checked against: 6 golden test vectors (download the test vectors, each with its source and tolerance). See how results are checked and every source.
Sources
- Elementary Surveying: An Introduction to Geomatics, Ghilani, C. D., and Wolf, P. R., Pearson, 16th edition. Chapter 5 (leveling field procedures and computations: level notes, arithmetic check, misclosure, and adjustment).
Terms
- BS: backsight
- In leveling, the rod reading on a point of known elevation. Added to that elevation it gives the height of the instrument. Source: Elementary Surveying: An Introduction to Geomatics
- FS: foresight
- In leveling, the rod reading on a point whose elevation is wanted. Subtracted from the height of the instrument it gives that elevation. Source: Elementary Surveying: An Introduction to Geomatics
Experimental means this tool has not yet met the stable bar: at least 20 golden vectors, differential tests, and an independent worked example.