Standard Guidelines for the Design of Urban Stormwater Systems; Contents; Foreword; Acknowledgements; 1.0 SCOPE; 2.0 DEFINITIONS; 3.0 SITE ANALYSIS; 3.1 Basic Requirements; 3.1.1 Topography; 3.1.2 Geography; 3.1.3 Water Table; 3.1.4 Geology; 3.1.5 Water Source; 3.1.6 Soil Information; 3.1.7 Environmental Factors; 3.1.8 Physical Constraints; 4.0 HYDROLOGY; 4.1 Quantity; 4.1.1 Design Points and Return Periods; 4.1.2 Runoff Determination Methods; 4.1.3 Design Rainfall; 4.1.4 Rainfall Abstraction; 4.1.5 Runoff Hydrographs; 4.1.6 Rational Method; 4.1.7 Time of Concentration; 4.1.8 Hydrograph.

4.1.9 Calibration4.1.10 Historical Information; 4.2 Water Quality; 4.2.1 Pollutant Sources; 4.2.2 Water Quality Impacts; 4.3 Rainfall Runoff Computer Models; 5.0 NONSTRUCTURAL CONSIDERATIONS; 5.1 Floodplains; 5.2 Wetlands; 5.3 Forests and Riparian Buffers; 5.4 Stream Bank Assessment; 5.5 Site Planning; 6.0 SYSTEM CONFIGURATION; 6.1 Collection System Types; 6.1.1 Pipes or Conduits; 6.1.2 Inlet Structures; 6.1.3 Drainage Ways; 6.1.4 Streets; 6.1.5 Flow Controls; 6.1.6 Retention/Detention Facilities; 6.2 Special Structures; 6.2.1 Pumping Stations; 6.2.2 Vaults; 6.2.3 Manholes; 6.2.4 Cleanouts.

6.2.5 Equipment Access Shafts6.3 Applications; 6.3.1 Location Requirements; 6.3.2 Site Restrictions; 7.0 HYDRAULIC DESIGN; 7.1 Hydraulic Principles; 7.1.1 Flow Classification; 7.1.2 Bernoulli Theorem: Conservation of Energy; 7.1.3 Conservation of Momentum; 7.1.4 Conservation of Mass; 7.2 Elements of Hydraulic Analysis; 7.2.1 Normal Depth; 7.2.2 Water Surface Profile Classification; 7.2.3 Hydraulic Jump; 7.2.4 Hydraulic Head Losses Due to Friction; 7.2.5 Minor Losses; 7.3 Hydraulic Structures; 7.3.1 Stormwater Inlets; 7.3.2 Culverts; 7.3.3 Bridges; 7.3.4 Spillways and Drop Structures.

7.3.5 Energy Dissipation and Outlet Structures7.3.6 Pumps; 7.4 Hydraulic Analysis Procedures; 7.5 Flood Routing; 7.5.1 Muskingum Method or the Kinematic Wave Technique; 7.5.2 Modified Kinematic Wave Routing Method; 7.5.3 Modified Puls Method; 7.6 Computer Models; 8.0 STRUCTURAL DESIGN OF STORMWATER SYSTEMS; 8.1 Loading; 8.1.1 Dead Loads; 8.1.2 Live Loads; 8.1.3 Construction Loads; 8.1.4 Jacking Loads; 8.1.5 Other Loads; 8.2 Embedment; 8.3 Pipe and Culvert Structural Requirements; 8.3.1 Concrete Pipe; 8.3.2 Flexible Pipe; 8.3.3 Box Culverts; 8.3.4 Pipe Joints; 8.3.5 Trenchless Technology.

8.3.6 Geocomposite Surface Drains8.4 Surface Drainage; 8.5 Specific Structures; 8.5.1 Open Channel Linings; 8.5.2 Open Channel Structures; 8.5.3 Pipe Appurtenances; 8.5.4 Other Structures; 9.0 MATERIALS; 9.1 Environmental Considerations; 9.2 Economic Considerations; 9.3 Pipe and Culvert Materials; 9.3.1 Rigid Pipe; 9.3.2 Flexible Pipe; 9.3.3 Box Culverts; 9.3.4 Pipe Joints; 9.4 Other Materials and Products; 10.0 REGULATIONS AND PERMITS; 10.1 Regulations; 10.1.1 Urban Stormwater Systems; 10.1.2 Urban Surface Drainage Systems; 10.2 Permits; 10.2.1 Contract Documents; 10.2.2 Terms and Provisions.