MARC Record from marc_columbia

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001 12589598
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050 4 $aTD665$b.A83 2006
072 7 $aTEC$x010000$2bisacsh
082 04 $a628/.212/0218$222
049 $aZCUA
245 00 $aStandard guidelines for the design of urban stormwater systems, ASCE/EWRI 45-05 ;$bStandard 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 /$cUrban Drainage Standards Committee of the Standards Development Council of the Environmental and Water Resources Institute of the American Society of Civil Engineers.
246 18 $aStandard guidelines for the design, installation, operation, and maintenance of urban stormwater systems
246 1 $iAt head of title:$aAmerican Society of Civil Engineers
260 $aReston, Va. :$bAmerican Society of Civil Engineers,$c©2006.
300 $a1 online resource (x, 108 pages) :$billustrations.
336 $atext$btxt$2rdacontent
337 $acomputer$bc$2rdamedia
338 $aonline resource$bcr$2rdacarrier
490 1 $aASCE standard
504 $aIncludes bibliographical references and index.
588 0 $aPrint version record.
506 $3Use copy$fRestrictions unspecified$2star$5MiAaHDL
533 $aElectronic reproduction.$b[Place of publication not identified] :$cHathiTrust Digital Library,$d2010.$5MiAaHDL
538 $aMaster and use copy. Digital master created according to Benchmark for Faithful Digital Reproductions of Monographs and Serials, Version 1. Digital Library Federation, December 2002.$uhttp://purl.oclc.org/DLF/benchrepro0212$5MiAaHDL
583 1 $adigitized$c2010$hHathiTrust Digital Library$lcommitted to preserve$2pda$5MiAaHDL
505 0 $aStandard 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.
505 8 $a4.1.9 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.
505 8 $a6.2.5 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.
505 8 $a7.3.5 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.
505 8 $a8.3.6 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.
506 $aAccess restricted to Ryerson students, faculty and staff.$5CaOTR
650 0 $aStorm sewers$xStandards.
650 7 $aTECHNOLOGY & ENGINEERING$xEnvironmental$xGeneral.$2bisacsh
650 7 $aStorm sewers$xStandards.$2fast$0(OCoLC)fst01134112
650 4 $aElectronic books. -- local.
650 4 $aUrban runoff.
650 4 $aStorm sewers$xStandards.
650 4 $aStorm sewers -- Standards.
655 4 $aElectronic books.
655 0 $aElectronic books.
655 0 $aElectronic book.
710 2 $aAmerican Society of Civil Engineers.
710 2 $aAmerican Society of Civil Engineers.$bUrban Drainage Standards Committee.
710 2 $aEnvironmental and Water Resources Institute (U.S.)
740 02 $aStandard guidelines for the installation of urban stormwater systems, ASCE/EWRI 46-05.
740 02 $aStandard guidelines for the operation and maintenance of urban stormwater systems, ASCE/EWRI 47-05.
776 08 $iPrint version:$tStandard guidelines for the design of urban stormwater systems, ASCE/EWRI 45-05.$dReston, Va. : American Society of Civil Engineers, ©2006$w(DLC) 2005022933$w(OCoLC)61278488
810 2 $aAmerican Society of Civil Engineers.$tASCE standard.
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio12589598.001$zACADEMIC - Sustainable Energy & Development
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio12589598.002$zACADEMIC - Civil Engineering & Construction Materials
856 40 $uhttp://www.columbia.edu/cgi-bin/cul/resolve?clio12589598.003$zACADEMIC - Environment & Environmental Engineering
852 8 $blweb$hEBOOKS