Stormwater Management for Land Development: Methods and Calculations for Quantity Control Thomas A. Seybert Author - nouveau livre

EAN (ISBN-13): 9780471721772
ISBN (ISBN-10): 0471721778
Version reliée
Livre de poche
Date de parution: 2006
Editeur: Wiley Core >2 >T
372 Pages
Poids: 0,680 kg
Langue: eng/Englisch

Livre dans la base de données depuis 2008-09-10T19:29:12+02:00 (Paris)
Page de détail modifiée en dernier sur 2024-03-03T18:37:01+01:00 (Paris)
ISBN/EAN: 9780471721772

ISBN - Autres types d'écriture:
0-471-72177-8, 978-0-471-72177-2
Autres types d'écriture et termes associés:
Auteur du livre: thoma, thomas
Titre du livre: management control, her land, development

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Données de l'éditeur

Auteur: Thomas A. Seybert
Titre: Stormwater Management for Land Development - Methods and Calculations for Quantity Control
Editeur: John Wiley & Sons
392 Pages
Date de parution: 2006-10-03
Poids: 0,680 kg
Langue: Anglais
129,00 € (DE)
Not available (reason unspecified)
164mm x 236mm x 24mm

BB; GB; Hardcover, Softcover / Technik/Bautechnik, Umwelttechnik; Technologie, Ingenieurswissenschaft, Landwirtschaft, Industrieprozesse; Landentwicklung

PREFACE. ACKNOWLEDGMENTS. 1 INTRODUCTION TO STORMWATER MANAGEMENT. 1.1 Introduction. 1.2 Effect of Land Development. 1.3 Stormwater Design Criteria. 1.4 Comprehensive and Innovative Design. 1.5 Book Organization. 2 FLUID PROPERTIES AND BASIC STATICS. 2.1 Introduction. 2.2 Units. 2.3 Fluid Properties. 2.4 Pressure. 2.5 Forces on Submerged Objects. 2.6 Buoyant Force. 3 FLUID FLOW. 3.1 Introduction. 3.2 Flow Rate. 3.3 Conservation of Mass. 3.4 Energy Methods. 3.5 Bernoulli Equation. 3.6 Energy Losses. 3.7 General Energy Equation. 3.8 The Orifice. 4 OPEN CHANNEL FLOW. 4.1 Introduction. 4.2 Flow Classifications. 4.3 Hydraulic Radius and Depth. 4.4 Flow Behavior. 4.5 Steady Uniform Flow. 4.6 Specific Energy and Critical Depth. 4.7 Channel Sizing. 4.8 Circular Conduits Flowing Full or Partially Full. 4.9 The Weir. 5 HYDROLOGY, WATERSHEDS, AND SOILS. 5.1 Introduction. 5.2 The Hydrologic Cycle and Water Budget. 5.3 Watersheds. 5.4 Soils and Infiltration. 5.5 Watershed versus Site Hydrology. 6 RAINFALL. 6.1 Introduction. 6.2 Rainfall Characteristics. 6.3 VDF and IDF Charts. 6.4 Design Storms. 7 TRAVEL TIME. 7.1 Introduction. 7.2 Time of Concentration. 7.3 Sheet Flow. 7.4 Concentrated Flow. 7.5 Mixed Sheet and Concentrated Flow. 7.6 Channel or Pipe Flow. 7.7 Segmental Flow Analysis. 7.8 NRCS Segmental Method. 7.9 NRCS Lag Equation. 7.10 Comparison of Methods. 8 RUNOFF DEPTH AND PEAK FLOW. 8.1 Introduction. 8.2 Runoff Curve Number Method. 8.3 NRCS Graphical Peak Discharge Method. 8.4 Rational Peak Flow. 9 HYDROGRAPHS. 9.1 Introduction. 9.2 Unit Hydrograph Concepts. 9.3 NRCS Dimensionless Unit Hydrograph. 9.4 Delmarva Unit Hydrograph. 9.5 NRCS Tabular Hydrograph. 9.6 Rational Hydrograph. 10 ROUTING METHODS. 10.1 Introduction. 10.2 Channel Routing. 10.3 Muskingum Channel Routing. 10.4 Muskingum-Cunge Channel Routing. 10.5 Modified Puls Basin Routing. 11 DRAINAGE CONVEYANCE AND CONTROL. 11.1 Introduction. 11.2 Swales and Open Channels. 11.3 Storm Sewer Design. 11.4 Culverts. 12 MULTIPLE-EVENT DETENTION DESIGN. 12.1 Introduction. 12.2 Detention Volume Estimates. 12.3 Multiple-Stage Outlet Flow Analysis. 12.4 Storage and Outlet Design Procedure. 12.5 Design Example. APPENDIX A: DEVELOPMENT OF THE MANNING EQUATION. APPENDIX B: DEVELOPMENT OF THE MUSKINGUM ROUTING EQUATIONS. APPENDIX C: DETAILED CALCULATIONS FOR EXAMPLE 11.4. APPENDIX D: MOODY DIAGRAM. INDEX.