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Hydrology2D

Runoff - Theory & Concepts - Scs Curve Number

Catchment characteristics, runoff components, and the Rational Method.

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SCS Curve Number (CN) Method Simulator

Lower CN = Permeable (e.g., woods, sandy soil)
Higher CN = Impermeable (e.g., pavement, clay)

Potential Maximum Retention (S)

84.67 mm

Initial Abstraction (Ia = 0.2S)

16.93 mm

Direct Runoff (Q)

9.29 mm

Water Balance Visualization

Runoff
Initial Abstr.
Retention
Runoff (Q) Initial Abstraction (Ia) Actual Retention