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Chapter 2 Stormwater Management Appendix - Fauquier County

Chapter 2 Stormwater Management Appendix - Fauquier County

Design Standards Manual

Design Standards Manual 1 st Edition Figure 2.4 Tc and Peak Discharge Sensitivity to Overland Sheet Flow Roughness Coefficients Table Description Manning’s ‘n’ Overland Sheet Flow Time * (hrs.) Pre-Developed Total Time of Concentration, tc (hrs.) 2-Yr. Pre- Developed Peak Discharge** (cfs) Woods – Light Underbrush Rangeland - .40 0.75 0.87 8.5 Natural Woods – Dense .13 0.31 0.43 15.0 Underbrush .80 1.31 1.43 6.0 * overland flow time calculated using Manning’s Kinematic solution (TR-55) ** peak discharge computed using Example 6.1 hydrology in the Virginia Stormwater Management Handbook Source: Virginia Stormwater Management Handbook Figure 2.5 Roughness Coefficient ‘n’ for the Manning Equation – Sheet Flow Surface Description ‘n’ Value¹ Smooth Surfaces (Concrete, Asphalt, Gravel or Bare Soil) 0.011 Fallow (No Residue) 0.05 Cultivated Soils – Residue Cover < 20% 0.06 Cultivated Soils – Residue Cover > 20% 0.17 Grass – Short Grass Prairie 0.15 Grass – Dense Grasses² 0.24 Grass – Bermuda grass 0.41 Range (Natural) 0.13 Woods³ – Light Underbrush 0.40 Woods³ – Dense Underbrush 0.80 ¹ The ‘n’ values are composite of information compiled by Engman (1986). ² Includes species such as weeping lovegrass, bluegrass, buffalo grass, blue grama grass and native grass mixtures. ³ When selecting n, consider cover to a height of about 0.1 ft. This is the only part of the plant cover that will obstruct sheet flow. Source: Virginia Stormwater Management Handbook Refer to Chapter 4 of the Virginia Stormwater Management Handbook for further explanations of calculating time of concentration. Revisions Adopted: July 12, 2012 Design Standards Manual Chapter 2: Drainage D-42

Design Standards Manual 1 st Edition Source: VDOT Drainage Manual Figure 2.6 Revisions Adopted: July 12, 2012 Design Standards Manual Chapter 2: Drainage D-43

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