Kirpich Equation Calculator

Calculate time of concentration for watersheds using the Kirpich equation (1940)

Watershed Parameters

Advanced Options

Calculation Results

Flow Length
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Elevation Difference
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Slope (H/L)
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Time of Concentration (Tc)
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Select parameters and calculate to see results.

Kirpich Equation

Tc = 0.0078 × L0.77 × S-0.385

Where:
Tc = Time of concentration (minutes)
L = Length of longest flow path (ft)
S = Slope (H/L, ft/ft)

📊 Kirpich Equation Applications

Application Typical L Range Typical Tc Range Best For
Small agricultural watersheds 100-2,000 ft 5-60 min Field drainage, small catchments
Urban drainage 500-5,000 ft 10-120 min Stormwater systems, small urban basins
Forest watersheds 1,000-10,000 ft 30-300 min Mountainous or forested areas
Road drainage 50-1,000 ft 2-30 min Highway and road drainage design

Note: Kirpich equation is most accurate for small watersheds (up to 200 acres) with well-defined channels.

📚 Kirpich Equation Methodology

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Original Kirpich (1940)

Developed from data on seven rural watersheds in Tennessee (3-200 acres). Tc = 0.0078 × L0.77 × S-0.385

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Modified Kirpich (SCS)

Adjusted coefficients for different surface types. Tc = C × (L0.77 × S-0.385) where C varies by surface.

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Limitations

Not suitable for very flat (S < 0.002) or steep (S > 0.1) slopes. Overestimates Tc for urban areas.

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Best Practices

Measure L along the longest flow path. Use average slope for non-uniform terrain. Compare with other methods when possible.

Modified Kirpich Coefficients (C)

Surface Type Coefficient (C) Application
Forest with heavy litter 0.0078 Original Kirpich value
Grass/agricultural 0.0052 Pastures, fields
Paved/concrete 0.0028 Urban areas, roads
Bare soil 0.0043 Construction sites
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Note: The Kirpich equation provides an estimate of time of concentration for small watersheds. Actual field conditions may vary. For critical applications, verify with multiple methods or field measurements.