05465nam 2200481 450 991055525730332120220609212306.01-119-66431-41-119-66430-61-119-66433-0(CKB)4100000012018375(MiAaPQ)EBC6719358(Au-PeEL)EBL6719358(OCoLC)1267766762(EXLCZ)99410000001201837520220609d2022 uy 0engurcnu||||||||txtrdacontentcrdamediacrrdacarrierOpen channel design fundamentals and applications /Ernest W. TollnerHoboken, New Jersey :Wiley-Blackwell,[2022]©20221 online resource (337 pages)1-119-66424-1 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.Channels (Hydraulic engineering)Design and constructionOpen-channel flowElectronic books.Channels (Hydraulic engineering)Design and construction.Open-channel flow.627.042Tollner Ernest W.1219973MiAaPQMiAaPQMiAaPQBOOK9910555257303321Open Channel Design2820854UNINA