Free Earthing Tool
Earth Resistance Calculator (Pipe / Rod Electrode)
Estimate the earth resistance of a pipe-earthing electrode from soil resistivity, electrode size and the number of pits, using the IS 3043 / Dwight formula. An estimate to plan with — always confirm on site with an earth-resistance tester.
| Resistance, single electrode | — |
|---|---|
| Resistance, 1 pit | — |
The required earth resistance comes from your project specification and the statutory requirements for the installation. Confirm the achieved value on site with an earth-resistance tester.
Please read. These figures are general projections, not a design. They are estimates based on published formulae, standard weight data and assumed uniform soil conditions — real sites vary, and the numbers here may not be 100% accurate. They are offered as a working aid only. Global Electric Company accepts no liability for decisions taken on the basis of these results: always have them checked and signed off by your site engineer, electrical consultant or a qualified professional, and confirm earth resistance by measurement on site before commissioning. Where these tools and IS 3043 disagree, IS 3043 wins.
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How earth resistance is calculated
For a single vertical pipe or rod electrode, this calculator uses the Dwight / IEEE-80 rod formula, the form most widely used in Indian earthing practice:
n pits in parallel ≈ R ÷ n … F(n) × R ÷ n
where ρ = soil resistivity (Ω·m), L = electrode length (m) and d = electrode diameter (m). Pipe nominal bore is converted to outside diameter: 40 NB = 0.0483 m, 50 NB = 0.0603 m, 80 NB = 0.0889 m. Parallel pits are shown as a range, not a single figure. R ÷ n is a best case that assumes each pit sees undisturbed soil — real pits sit in one another’s resistance field, so they never quite reach it. The upper figure applies a published combining factor F(n) (roughly 1.16, 1.29 and 1.36 for 2, 3 and 4 pits at a spacing of about one electrode length). Design to the upper figure. Results assume uniform soil and must be confirmed with an earth-resistance tester on site.
Earth resistance vs soil resistivity (3 m × 40 NB pipe)
Estimated resistance of a single 3 m, 40 NB GI pipe electrode:
| Soil resistivity ρ (Ω·m) | Resistance (Ω) |
|---|---|
| 30 | 8.3 |
| 50 | 13.8 |
| 100 | 27.6 |
| 200 | 55.3 |
| 500 | 138.2 |
| 1000 | 276.3 |
Parallel pits (3 m × 40 NB, ρ = 100 Ω·m)
| Pits in parallel | Best case, wide spacing (Ω) | Realistic, spacing ≈ length (Ω) |
|---|---|---|
| 1 | 27.6 | 27.6 |
| 2 | 13.8 | 16.0 |
| 3 | 9.2 | 11.9 |
| 4 | 6.9 | 9.4 |
The left column is the textbook R ÷ n. The right column is what you should actually design to: it accounts for the mutual resistance between pits at normal spacing. Four pits do not give you a quarter of one pit.
Soil resistivity guide (indicative, Karnataka)
| Soil type | Typical ρ (Ω·m) |
|---|---|
| Marshy / treated ground | 20 |
| Moist clay / loam | 50 |
| Red soil / laterite | 100 |
| Sandy / mixed | 200 |
| Murram / weathered rock | 500 |
| Hard / dry rock | 1000 |
Indicative ranges only — actual resistivity varies widely with moisture and season. Measure on site for design.