Standard guidelines for the design of urban stormwater systems, ASCE/EWRI 45-05 ; Standard guidelines for the installation of urban stormwater systems, ASCE/EWRI 46-05 ; Standard guidelines for the operation and maintenance of urban stormwater systems, ASCE/EWRI 47-05

Saved in:
Bibliographic Details
Corporate Authors American Society of Civil Engineers, American Society of Civil Engineers. Urban Drainage Standards Committee, Environmental and Water Resources Institute (U.S.)
Format Electronic eBook
LanguageEnglish
Published Reston, Va. : American Society of Civil Engineers, ©2006.
SeriesASCE standard
Subjects
Storm sewers > Standards.
elektronické knihy
electronic books
Online AccessFull text
ISBN9780784471241
078447124X
0784408068
9780784408063
Physical Description1 online resource (x, 108 pages) : illustrations

Cover

Table of Contents:
  • 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.

Similar Items