Entire Design Manual - Greenville County

Table 9-8 Estimated Pollutant Removal Capability of General Storm Water Filter Systems 9-18
Table 9-9 General Application Pollutant Removal Efficiencies 9-19
Table 9-10 Pollutant Removal Capability of Four Types of BMP Systems 9-20
Table 9-11 Pollutant Removal Capability of Storm Water Quality BMPs 9-20
Table 9-12 Limited Structural Control 9-21
Table 10-1 LID Planning Techniques to Reduce the Post-Development LID CN 10-6
Table 10-2 LID Planning Techniques to Maintain Pre-development Tc 10-8
Table 10-3 LID Techniques for use with Design and Analysis Components 10-9
Table 10-4 Site Constraints of LID IMPs 10-15
LIST OF FIGURES
Figure 2-1 Storm Water Management Areas
Figure 5-1 Composite Curve Number Graphs
Figure 5-2 Average Velocity for Shallow Concentrated Flow
Figure 5-3 SCS Type II Peak Discharge Graph
Figure 5-4 Cumulative Normalized Rainfall for Standard NRCS 24-Hour Design Storms
Figure 5-5 Dimensionless NRCS Triangular Unit Hydrograph with K r = T r LT c = 5/3
Figure 5-6 Normalized Peak Runoff Rate Q p * For NRCS Type 2 Design Storms
Figure 5-7 Greenville Co. - North (P24 = 6.1 in, Vf = 1 in)
Figure 5-8 Greenville Co. - South (P24 = 5.4 in, Vf = 1 in)
Figure 6-1 Normal Depth for Trapezoidal Channels
Figure 6-2 Drop Inlet Control
Figure 6-3 Sketch for Rockfill Equations
Figure 6-4 Rockfill Head Loss Coefficients and Exponents
Figure 6-5 N-vR Relationship for Retardance Classes
Figure 8-1 Maximum Depth, Riprap (d50)
Figure 8-2 Boundary Shear, K1
Figure 8-3 Angle of Response
Figure 8-4 Critical Shear, K2
Figure 8-5 Shear Bends, K3
Figure 8-6 Required Channel Protection Length, La, Minimum Tailwater
Figure 8-7 Required Channel Protection Length, La, Maximum Tailwater
Figure 8-8 Subsurface Drainage Capacity, n = .013
Figure 8-9 Subsurface Draiange Capacity, n = .015
Greenville County, South Carolina
January 2013 Storm Water Management Design Manual vii