Keyline Design Calculator
Plan keyline plow patterns for water redistribution across your landscape, estimating line spacing, costs, and water distribution improvements.
About this calculator
Keyline design, developed by P.A. Yeomans and first published in his 1954 book *The Keyline Plan* (substantially expanded in 1965 as *Water for Every Farm*), uses subsoil plowing on a specific off-contour pattern to slow and redirect rainwater from wet valleys toward dry ridges rather than letting it all run off along the natural drainage lines. This calculator estimates the practical logistics of that pattern: treating the field as roughly square from its acreage, it divides the field's side length by the chosen line spacing (3-5 ft for intensive management, 5-10 ft for extensive) to get the number of rip lines, then multiplies out to total linear footage and converts to ripping hours using a tractor speed that slows down as ripping depth increases (deeper ripping is harder on the equipment and soil). Fuel burn scales the same way — deeper rips draw more gallons per hour — and gets combined with a flat $30/hr labor rate for a total cost per acre.
The water benefit side models each rip line as holding a roughly triangular cross-section of storage volume based on ripping depth, then estimates a "redistribution percentage" — how much of the annual rainfall becomes more effectively usable by the field, capped at 40% — that increases with both slope (steeper land has more water to redirect from valleys to ridges) and ripping depth (deeper channels store and infiltrate more before runoff moves on). That redistribution percentage is applied against actual annual rainfall to estimate additional effective gallons per acre per year. These water-redistribution figures are drawn from Yeomans' field-observed ranges (15-35% typical), not a hydrologic simulation, so they're best used to compare scenarios against each other rather than treated as a guaranteed yield of extra water — actual gains depend heavily on soil texture, real storm intensity, and how precisely the plow follows the true keyline contour.
Inputs
Results
Number of rip lines
264
Figures current as of 1954. Source: P.A. Yeomans, The Keyline Plan (1954), substantially expanded as Water for Every Farm: Yeomans Keyline Plan (1965) — the original Keyline system of amplified contour ripping for water redistribution across a landscape
How to Use This Calculator
- Enter Field size (acres), Average slope (%), and Line spacing (ft).
- Set Ripping depth (inches), Fuel cost ($/gallon), and Annual rainfall (inches).
- Review the Number of rip lines result.
- Use Total ripping distance (miles) and Estimated time (hours) to inform your decision.
How the result changes with Line spacing (ft)
| Line spacing (ft) | Number of rip lines |
|---|---|
| 2.5 | 528 |
| 3.75 | 352 |
| 7.5 | 176 |
| 13 | 101 |
What each input means
- Field size (acres)
- Acreage to be keyline-plowed.
- Average slope (%)
- Average field slope. Keyline works best on 2-15% slopes.
- Line spacing (ft)
- Distance between rip lines. 3-5 ft for intensive, 5-10 ft for extensive management.
- Ripping depth (inches)
- Depth of subsoil ripping. Yeomans plow: 12-18 inches typical.
- Fuel cost ($/gallon)
- Diesel fuel cost per gallon for tractor operation.
- Annual rainfall (inches)
- Average annual precipitation for your area.
What each result means
- Number of rip lines
- Total keyline rip lines across the field.
- Total ripping distance (miles)
- Total linear distance to be ripped.
- Estimated time (hours)
- Tractor hours to complete the keyline pattern.
- Total cost ($)
- Fuel plus operator labor cost.
- Cost per acre ($)
- All-in cost per acre for keyline ripping.
- Water redistribution gain (%)
- Estimated increase in effective rainfall utilization from keyline water redistribution.
- Channel storage capacity (gal)
- Total water volume the rip channels can hold during rainfall events.
- Additional effective water (gal/acre/yr)
- Estimated additional effective water per acre per year from redistribution.
How this is calculated
Worked example, using the default values
- Identify Input Parameters4 parametersField size (acres) = 40, Average slope (%) = 5, Line spacing (ft) = 5, Ripping depth (inches) = 14 = 6 input(s) provided
- Calculate Number of rip linesNumber of rip lines = floor(fieldSideFt / lineSpacingFt)264 = 264
- Calculate Total ripping distanceTotal ripping distance = totalLinearFt / 528066 = 66
- Calculate Estimated timeEstimated time = totalLinearMiles / speedMph30 = 30
Figures and sources
- Keyline design system (keypoint, off-contour ripping pattern, ripping depth) (1954) — P.A. Yeomans, The Keyline Plan (1954), substantially expanded as Water for Every Farm: Yeomans Keyline Plan (1965) — the original Keyline system of amplified contour ripping for water redistribution across a landscape
Engine last updated . Checked against 3 independently-derived tests — how we verify calculators. Built by Paul Gunder, a software engineer, not a licensed financial, medical, or legal professional.
Frequently Asked Questions
Why does deeper ripping increase estimated hours even though the tractor's top speed is fixed?
Tractor speed is modeled as 3 minus 0.1 miles per hour for every inch of ripping depth beyond 6 inches, so speed drops as depth increases and estimated hours rise for the same linear distance. This reflects that deeper ripping puts more load on the tractor and the Yeomans plow, slowing the practical ground speed rather than assuming depth-independent hours.
How does the calculator determine the number of rip lines, and why does it treat the field as square?
The number of lines is the field's side length — the square root of acreage times 43,560 square feet per acre — divided by your line spacing, rounded down to a whole number. Treating the field as roughly square is a simplification for this planning-level tool; an irregularly shaped field of the same acreage could need more or fewer total lines depending on its actual longest dimension, so real fields should be checked against actual parcel geometry before ordering fuel or time.
Why does the water redistribution percentage rise with both slope and ripping depth?
The redistribution estimate adds a term proportional to average slope and a term proportional to ripping depth beyond 6 inches, capped at 40%. Steeper slopes mean more water moving downhill from valley to ridge for the keyline pattern to intercept and redirect, while deeper rip channels hold and infiltrate more water before it can run off, so both factors independently push the estimate higher up to that ceiling.
Is channel storage capacity the same thing as the water redistribution gain?
No, they're separate, complementary outputs. Channel storage capacity is a physical figure: the actual volume the triangular rip-channel cross-sections can hold across all lines at one point in time. The redistribution percentage is a separate, literature-based estimate of how much more of the annual rainfall becomes effectively usable over a full year — channel volume shows storage capacity per rain event, not the cumulative annual benefit.
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