Skip to main content

Watershed Time of Concentration (Tc) Calculator

Time of concentration (Tc) represents the longest travel time for surface stormwater runoff to flow from the hydraulically most distant point in a watershed to the catchment outlet.

Longest flow path distance from watershed divide to the design outlet.

Average watershed land slope along the hydraulic path in percent.

Hydrologic soil-cover complex runoff curve number (typically 60 to 95).

Calculated Result
50.5 min

Watershed Time of Concentration (Tc)

Time of Concentration (T_c)

50.5 minutes (0.84 hrs)

Basin Lag Time (T_lag)

0.51 hours

Soil Storage Retention (S)

84.7 mm

Flow Path Length

800 m (2625 ft)

Average Basin Slope

2.5%

Runoff Curve Number (CN)

75

Calculation Breakdown

  1. NRCS Potential Maximum Storage RetentionS = (25400 / 75) - 254 = 84.7 mm (3.33 inches)
  2. NRCS Watershed Lag EquationT_lag = [2625^0.8 × (3.33 + 1)^0.7] / [1900 × √2.5] = 0.51 hrs
  3. Time of Concentration DerivationT_c = T_lag / 0.6 = 0.51 / 0.6 = 0.84 hrs (50.5 min)

Hydrologic Timing Metrics

Interactive visualization based on your current inputs

Value
0.021426485Tc (min)Lag (min)Retention (mm)Slope (%)ParameterValue

What Is the Watershed Time of Concentration (Tc) Calculator?

The Watershed Time of Concentration (Tc) Calculator determines hydrologic response timing for storm drainage design and detention pond routing.

How Does the Watershed Time of Concentration (Tc) Calculator Work?

It computes the potential soil moisture retention (S) from Curve Number (CN) and applies the empirical NRCS lag relationship.

Watershed Time of Concentration (Tc) Calculator Formula & Variables

The core mathematical equation utilized by this calculator is expressed as:

T_{lag} = \frac{L^{0.8} (S + 1)^{0.7}}{1900 \sqrt{Y}}, \quad T_c = \frac{T_{lag}}{0.6}, \quad S = \frac{1000}{CN} - 10

NRCS National Engineering Handbook watershed lag formulation relating hydraulic length, land slope, and soil retention.

How to Use the Watershed Time of Concentration (Tc) Calculator

  1. Input the longest hydraulic flow path length in meters.
  2. Specify average watershed slope percentage.
  3. Enter the area-weighted NRCS Curve Number.

Step-by-Step Example Calculation

800-Meter Suburban Watershed

Input Values:

hydraulicFlowLengthM:800
watershedSlopePercent:2.5
nrcsCurveNumberCN:75
Worked Steps: Produces an 0.81-hour basin lag time and 1.35-hour (80.8 minute) time of concentration.

Understanding Your Result

Time of Concentration (Tc): Total travel time from watershed boundary to catchment outlet.

Lag Time (T_lag): Delay from center of rainfall excess mass to peak runoff rate.

Factors That Affect the Result

  • Urbanization and channelization increase CN and velocity, dramatically shortening Tc and spiking peak flood stages.

When Should You Use This Calculator?

  • Storm sewer master planning, retention basin design, bridge culvert sizing, and regional flood risk studies.

Assumptions & Limitations

  • Applicable to natural and agricultural/rural basins up to 800 hectares (2,000 acres).

Frequently Asked Questions

Calculation Accuracy & Reference Note

Based on NRCS National Engineering Handbook Section 4.

Explore more tools and calculators in Math Calculators