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NRCS / SCS 24-Hour Storm Distributions

The synthetic 24-hour rainfall distributions used to turn a design-storm depth into a hydrograph (TR-20, TR-55, HEC-HMS, HydroCAD). Each is a dimensionless mass curve — fraction of total 24-hour rainfall vs. time — chosen by region.

The Four Distributions

TypeClimate / characterPeak intensity
IAPacific maritime, mild frontal storms (least intense)Lowest
IPacific maritime, slightly more intense than IALow
IIIGulf / Atlantic coastal, tropical & hurricane systemsHigh
IIContinental US, intense short-duration convective burstHighest

All four place the peak rainfall intensity near the 12-hour (midpoint) mark; they differ in how sharply the rain is concentrated around that peak. Type II has the steepest central burst, Type IA the flattest.

Geographic Applicability

TypeWhere it applies
IACoastal Pacific Northwest (coastal OR, WA), northern coastal CA
ICalifornia, western OR/WA (inland of IA zone), Hawaii, Alaska
IIMost of the continental US — the default for the interior and East outside the coastal strip
IIIGulf Coast and Atlantic coastal strip: Florida, coastal TX, LA, MS, AL, GA, and the Carolinas to the Delmarva
NOAA Atlas 14 is superseding the Type curves. NRCS now provides regional dimensionless distributions derived from NOAA Atlas 14 that better fit local rainfall statistics, and a number of state stormwater manuals now require them. Confirm the current state / NRCS requirement before defaulting to Type II/III — the legacy types remain valid only where a regional distribution has not been adopted.

How It Is Used

Pick the 24-hour depth from NOAA Atlas 14 for the design return period (e.g., 25-yr or 100-yr), select the regional distribution, and run it through the NRCS unit hydrograph in TR-20 / HEC-HMS / HydroCAD. The distribution shape controls peak discharge: the same 24-hour depth on a Type II curve yields a higher peak than on a Type IA curve for the same watershed.

Sources: USDA NRCS, TR-55, Urban Hydrology for Small Watersheds (1986), Appendix B; NRCS NEH Part 630, Chapter 4; NOAA Atlas 14 (hdsc.nws.noaa.gov). Regional distribution adoption varies by state.

Have your storm depth and CN? Compute runoff → · Need the CN? Curve number tables.

Related cheat sheets and tools

Pair the distribution with a curve number and the NRCS runoff tool, and get the time of concentration for the hydrograph timing — see the Tc methods card. For full 24-hour storm simulation with hydrograph routing, ponds, and BMPs, see HydroComplete.

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