OpenSpecEngineering

Open data for a field built on precision

Rational Method Runoff Coefficient C

Type of drainage areaRunoff coefficient C

HEC-22 Table 3-1 [1]. Q = Cf·C·i·A, with the frequency factor Cf of Table 3-2 below; Cf·C shall not exceed 1.0.

Recurrence intervalFrequency factor Cf

NRCS (SCS) Runoff Curve Numbers

TR-55 Tables 2-2a and 2-2c [2], average runoff condition, by hydrologic soil group A–D. Where the source's group A value is below 30 (woods in good condition, meadow), it says to use 30, as shown.

Manning's Roughness Coefficient n

Channel lining / typeMinimumNormalMaximum

Chow Table 5-6 [3]. Corrugated metal is the lined-channel row, not the storm-drain conduit row.

Reinforced Concrete Pipe Diameters

Inside diameter (in)Inside diameter (mm)Full-flow area (ft²)Full-flow area (m²)

ASTM C76 nominal inside diameters [4] in inches (the source unit), converted exactly to mm; C76 continues to 144 in. Full-flow areas are calculated, A = πD²/4.