What This Solves
Generates a simplified triangular unit hydrograph based on SCS/NRCS methodology, providing peak flow rate, time to peak, and recession time for a watershed.
Best Used When
- You need a quick estimate of peak flow and hydrograph shape for a small to medium watershed
- You want a simplified hydrograph for preliminary detention sizing without full curvilinear analysis
- You are performing hand calculations or need a simple hydrograph shape for routing
Do NOT Use When
- You need the more detailed curvilinear SCS dimensionless unit hydrograph — Use SCS Unit Hydrograph Calculator
- You need to convolve the unit hydrograph with a rainfall distribution — Use Hydrograph Convolution Calculator
Key Assumptions
- The hydrograph is approximated as a triangle with a rising limb, peak, and falling limb
- Time to peak equals 0.5 * storm duration + 0.6 * time of concentration
- The recession limb duration is 1.67 times the time to peak
- Total volume under the triangle equals the runoff depth times the drainage area
- The peak rate factor is 484 (standard SCS assumption for average watershed conditions)
Input Quality Notes
Time of concentration has the largest effect on peak flow. Verify Tc using appropriate methods for your watershed size and land use. The peak rate factor of 484 can be adjusted for flat or steep terrain.
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Last verified: February 2026