Open channel design : fundamentals and applications / / Ernest W. Tollner

• Record Nr.: UNINA9910555257303321
• Autore: Tollner Ernest W.
• Pubbl/distr/stampa: Hoboken, New Jersey : , : Wiley-Blackwell, , [2022]; ©2022
• ISBN: 1-119-66431-4; 1-119-66430-6; 1-119-66433-0
• Descrizione fisica: 1 online resource (337 pages)
• Disciplina: 627.042
• Soggetti: Channels (Hydraulic engineering) - Design and construction; Open-channel flow; Electronic books.
• Lingua di pubblicazione: Inglese
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Nota di contenuto: Cover -- Title Page -- Copyright Page -- Contents -- Preface -- Acknowledgments -- About the Companion Website -- Chapter 1 Basic Principles and Flow Classifications -- Fluid Mechanics Foundations -- Hydrologic Foundations -- Presentation Organization -- Problems and Questions -- References -- Chapter 2 Channel Fundamentals* -- Goals -- Channel Elements and Nomenclature -- General Flow Relationships -- Uniform Flow Relationships -- Theoretical Considerations -- Natural, Compound, or Sustainable Channels -- Lined Channels, Optimum Channels, and Velocity Constraints -- Channel Installation -- Summary -- Problems and questions -- References -- Chapter 3 Vegetated Waterways and Bioswales* -- Goals -- Background -- Channel Planning -- Basic Design Procedures -- Bioswales -- Vegetated Filter Strips -- Temporary Linings -- Summary -- Problems and Questions -- References -- Chapter 4 Tractive Force Methods for Earthen Channels -- Goals -- Riprap-lined or earthen waterways (Earthen II) -- Tractive force for vegetated waterways -- Details and Origins of the Parabolic Cross-section -- Costing channel designs -- Steady uniform flow conclusion -- Problems and questions ; -- References -- Chapter 5 The Energy Equation and Gradually Varied Flows -- Goals -- Energy Preliminaries - Velocity Profiles and Boundary Effects -- Longer Transitions - Gradually Varied Flow Analyses -- Conclusions -- Problems and Questions -- References -- Chapter 6 Momentum Equation for Analyzing Varied Steady Flows and Spatially Varied Increasing Flows -- Goals -- Rapidly Varying Steady Flows (dQ/dt = 0, dQ/dx = 0, dy/dx varies) -- Spatially Varying Steady Flow (dQ/dt = 0, dQ/dx varies, dy/dx varies) -- Conclusions -- Problems and Questions -- References -- Chapter 7 Hydraulics of Water Management Structures* -- Goals -- Structure Types -- Hydraulic Concepts.; Stage-Discharge Relationships of Weir Inlets and Flumes -- Discharge Relations of Orifices and Sluice Gates Inlet Devices -- Flow Hydraulics of Closed Conduits -- Stage-Discharge Curves for Culverts and Spillways -- Closed Conduit Systems for Urban Stormwater Collection -- Ecologic Suitability -- Summary and Conclusions -- Problems and Questions -- References -- Chapter 8 Gradually Varied Unsteady Flow -- Goals -- Hydrologic Routing Approaches -- Kinematic Wave Method -- Diffusion Wave Method -- Dynamic Routing -- Summary and Conclusions -- Problems and Questions -- References -- Chapter 9 Rapidly Varying Unsteady Flow Applications - Waves -- Goals -- Surface Irrigation -- Sluice Gate and Related Operations -- The Dam-Break Problem2 -- Oscillatory Waves -- Summary and Conclusions -- Problems and Questions -- References -- Chapter 10 Channel Design Emphasizing Fine Sediments and Survey of Alluvial Channel Sediment Transport -- Goals -- Alluvial Channel vs. Earthen Channel and Other Preliminaries -- Early Approaches to Sediment Transport -- Incipient Motion -- Riprap or Revetment Specification -- Bedform Descriptions and Analysis -- Sediment Fall Velocity -- A Probabilistic Approach to Sediment Transport -- Einstein (1950)-Laursen (1958)-Graf (1971) Stage-Discharge and Other Hydraulic Calculations -- Van Rijn (1984) Stage-Discharge and Total Load -- Total Load by Regression Approaches -- Sediment Measurement -- Sediment Routing Through Detention Ponds and Streams -- Software Support for Estimating Sediment Transport -- Empirical Channel Design Approaches Leading to Sustainable Channels -- Forces Impacting Channel Cross Sections - Stream Restoration -- Summary and Future Directions -- Problems and Questions -- References -- Appendix A Software and Selected Solutions -- Excel® -- Mathematica® -- HydroCAD -- HY-8 culverts -- HEC-RAS.; Software Summary Tables -- Selected Symbolic Solutions -- References -- Appendix B Solution Charts for Vegetated Waterways Using the Permissible Velocity Method -- Reference -- Appendix C Selected Cost Data for Channel Excavation and Lining Materials -- Appendix D Design Strategy Summary for Uniform Flow Channels -- Index -- EULA.

Rex platonicus: sive, De potentissimi principis Iacobi Britanniarum Regis, ad illustrissimam Academiam Oxoniensem, adventu, Aug. 27. an. 1605. Narratio ab Isaaco Wake publico Academiæ ejusdem oratore, tunc temporis conscripta, nunc iterum in lucem edita, multis in locis auctior & emendatior [[electronic resource]]

• Record Nr.: UNISA996391393803316
• Autore: Wake Isaac, Sir, <1580?-1632.>
• Pubbl/distr/stampa: Oxoniæ, : Excudebat Iohannes Lichfield Academiæ typographus, 1627
• Edizione: [Edito quarta.]
• Descrizione fisica: [8], 238, [18] p
• Soggetti: Great Britain History James I, 1603-1625 Early works to 1800
• Lingua di pubblicazione: Latino
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Note generali: "Oratio funebris habita in Templo beatæ Mariæ Oxon. .. quum mœesti Oxonienses, pijs manibus Iohannis Rainoldi parentarent" has separate dated title page; register is continuous.; "Oratio funebris" identified as STC 24938 on UMI microfilm reel 1673.; Reproductions of the originals in the Union Theological Seminary (New York, N.Y.). Library and the British Library.; Appears at reel 1436 (Union Theological Seminary (New York, N.Y.). Library copy) and at reel 1673 (British Library copy).; Reel 1436: some print faded and show-through; some pages stained. Beginning-page 9, 76-83, 230-end from the Henry E. Huntington Library and Art Gallery copy filmed at end.
• Sommario/riassunto: eebo-0216