http://www.loc.gov/mods/v3 http://www.loc.gov/standards/mods/v3/mods-3-2.xsd
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
Standard guidelines for the design, installation, operation, and maintenance of urban stormwater systems
Environmental and Water Resources Institute (U.S.)
1 online resource (x, 108 pages) : illustrations
Three Standards are combined in a single volume to provide guidance for the design, installation, operation, and maintenance of urban stormwater systems. ASCE/EWRI 45-05 provides guidelines for the design of urban stormwater systems, covering topics such as site analysis, system configuration, hydrology, hydraulic design, nonstructural considerations, structural design, and materials. ASCE/EWRI 46-05 presents guidelines for the installation of urban stormwater systems and discusses subjects such as contract documents, preconstruction site inspection, construction, and inspection. ASCE/EWRI 47-05 provides guidelines for the operation and maintenance of urban stormwater systems, including operation and maintenance plans, water quality, periodic inspection, and maintenance. These Standards are intended to complement design procedures in ASCE Manual 77, Design and Construction of Urban Stormwater Management Systems.
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.
Urban Drainage Standards Committee of the Standards Development Council of the Environmental and Water Resources Institute of the American Society of Civil Engineers.
Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty
Includes bibliographical references and index.
Reston, Va. : American Society of Civil Engineers, ©2006