SCS Curve Number Calculator

Calculate stormwater runoff depth using the SCS (NRCS) Curve Number method. Includes runoff calculation, composite CN for multiple areas, and CN lookup tables. Free online calculator for drainage engineers.

Calculation Mode

Runoff Calculation: Calculate runoff depth (Q) from rainfall depth (P) and curve number (CN) using the SCS equation.

Input Parameters

Rainfall & Curve Number

Enter storm rainfall and watershed characteristics

in

Total precipitation depth for the design storm

Runoff curve number (1-100)

Advanced Options

Adjust calculation parameters

Ratio of initial abstraction to maximum retention (Ia = lambda * S)

Prior moisture condition affects CN adjustment

Drainage Area (Optional)

Provide area to calculate runoff volume

acres

Contributing watershed area (optional - for volume calculation)

SCS Curve Number Method Overview

The SCS (now NRCS) Curve Number method estimates direct runoff from storm rainfall. The basic equation is:

Q = (P - Ia)2 / (P - Ia + S)

Where:

  • Q = Runoff depth (in)
  • P = Rainfall depth (in)
  • Ia = Initial abstraction = 0.2S (in)
  • S = Maximum retention = (1000/CN) - 10 (in)

Common Curve Number Values

Land Use / CoverGroup AGroup BGroup CGroup D
Commercial (85% imp.)89929495
Residential (1/4 acre)61758387
Lawn (good condition)39617480
Pasture (fair)49697984
Woods (fair)36607379
Paved (impervious)98989898

Source: USDA TR-55 (1986), Table 2-2. Values shown for AMC II (average conditions).

Antecedent Moisture Conditions

AMC I - Dry

Dormant season with less than 0.5" of rainfall in prior 5 days. Lowest runoff potential.

CNI = 4.2 CNII / (10 - 0.058 CNII)

AMC II - Average

Normal conditions. This is the standard condition used in TR-55 tables.

Standard CN values from tables

AMC III - Wet

Growing season with more than 2.1" of rainfall in prior 5 days. Highest runoff potential.

CNIII = 23 CNII / (10 + 0.13 CNII)

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