Example preset
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Inputs
Calculated LS (reference value): —
Results
*The unit depends on the definition of the input coefficient (this tool does not convert).
| R | — |
|---|---|
| K | — |
| LS | — |
| C | — |
| P | — |
| Calculation details | — |
*The back calculation result also depends on the input coefficient definition and unit system.
| R | — |
|---|---|
| K | — |
| LS | — |
| C | — |
| P | — |
Relative scale of coefficients (log10)
Assumptions and calculation formula
Basic formula
A = R × K × LS × C × P Estimate the average amount of erosion using
Units must be matched by the user (this tool does not automatically convert).
LS simple helper (reference)
theta = atan(slopePct / 100)S = 65.41×sin(theta)^2 + 4.56×sin(theta) + 0.065mis a simple stepwise formula (gradient <1%: 0.2, <3%: 0.3, <5%: 0.4, 5% or more: 0.5)L_factor = (L / 22.13)^m,LS = L_factor × S
This LS helper is a simple approximation for learning. It may not match the continuous expression used in RUSLE.
Since formulas and coefficients vary by region and literature, please give priority to official guidelines for important applications.
Frequently asked questions
What is the difference between USLE and RUSLE?
RUSLE is a later empirical refinement of USLE with updated factor handling and datasets. This page keeps the shared multiplicative structure so you can compare factor sensitivity without claiming a full engineering-grade implementation.
What units should I use?
The correct units depend on how your reference defines the rainfall erosivity factor R and soil erodibility factor K. Enter values that already match the same convention instead of mixing sources with different unit systems.
Can I use this for design approval?
No. Use it for education, screening, and rough comparisons only. Detailed erosion design work needs local standards, calibrated factors, and site-specific professional review.
Related tools
- Geology/Environment (soil/land area (erosion))
- Terrain: Slope gradient (degrees/%), elevation difference, line of sight gradient (ES-005)
- Rainfall (mm) → Volume (m³)/Flow rate (m³/s) conversion (ES-004)
- Open channel (Manning type) flow rate/flow rate (rectangular/trapezoidal/circular) (ES-013)
- Nutrient load (N/P): Concentration x flow rate x time → load amount (ES-010)
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