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NRCS TR-55 Quick Estimation Workbook (Excel)

The NRCS TR-55 Quick Estimation Workbook is an Excel-based tool developed by the USDA Natural Resources Conservation Service (NRCS) to rapidly estimate peak runoff rates and hydrograph characteristics for small watersheds (typically ≀ 2,000 acres) using simplified versions of the TR-55 methodology. It implements the Rational Method and the Unit Hydrograph approach with pre-tabulated curve numbers (CN), time-of-concentration approximations, and standard rainfall distributions. Designed for preliminary engineering analysis, it supports drainage design, floodplain evaluation, and stormwater management planning without requiring complex hydraulic modeling software.

πŸ“– Overview

The TR-55 Quick Estimation Workbook operationalizes the principles outlined in NRCS Technical Release 55 (TR-55), 'Urban Hydrology for Small Watersheds', originally published in 1986 and updated with subsequent technical notes. At its core, the workbook integrates land use, soil type, and watershed morphology data to compute the runoff curve number (CN), which governs the partitioning of rainfall into runoff and infiltration based on antecedent moisture conditions (AMC I, II, or III). It estimates time of concentration (Tc) using empirical equationsβ€”such as the Kirpich, FAA, or Manning’s equation variantsβ€”depending on flow path components (overland, shallow concentrated, and channel flow), then selects an appropriate rainfall distribution (e.g., Type I, IA, II, or III) from NOAA Atlas 14 or older NRCS rainfall frequency data. Peak discharge is calculated via the Rational Method (Q = CiA) for small, impervious-dominant watersheds or via the TR-55 graphical unit hydrograph method for larger or more natural watersheds, generating a triangular or curvilinear hydrograph with time base and peak timing derived from Tc and watershed area. The workbook automates lookups, interpolation, and unit conversions, reducing manual calculation errors and enabling rapid scenario comparison for land development, conservation planning, and regulatory compliance (e.g., NPDES, local stormwater ordinances).

πŸ“‘ Key Components

1 Runoff Curve Number (CN) Lookup Table
2 Time-of-Concentration (Tc) Calculator
3 TR-55 Graphical Unit Hydrograph Generator

🎯 Applications

  • βœ“ Preliminary stormwater detention basin sizing
  • βœ“ Small watershed flood frequency analysis (e.g., 10-, 25-, 100-year events)
  • βœ“ Land use change impact assessment for conservation planning or site development

πŸ“ Key Formulas

Runoff (Q)

Q = (P - 0.2S)^2 / (P + 0.8S), where S = (1000/CN) - 10

Standard NRCS runoff equation estimating direct runoff depth (in inches) from total rainfall depth P (inches) and potential maximum retention S (inches)

Time of Concentration (Tc)

Tc = T_{overland} + T_{shallow} + T_{channel}

Sum of travel times for overland flow (e.g., Kirpich: T = 0.0195 L^{0.77} S^{-0.385}), shallow concentrated flow, and open-channel flow; used to determine hydrograph shape and peak timing

Rational Method Peak Discharge

Q_p = C Γ— i Γ— A

Estimates peak runoff rate (cfs) using runoff coefficient C, average rainfall intensity i (in/hr) for duration = Tc, and watershed area A (acres)

πŸ”— Related Concepts

SCS Curve Number Method Unit Hydrograph Theory Time of Concentration (Tc)

πŸ“š References

#hydrology #stormwater #NRCS #Excel-tool #runoff-modeling