LEADER 05465nam 2200481 450 001 9910555257303321 005 20220609212306.0 010 $a1-119-66431-4 010 $a1-119-66430-6 010 $a1-119-66433-0 035 $a(CKB)4100000012018375 035 $a(MiAaPQ)EBC6719358 035 $a(Au-PeEL)EBL6719358 035 $a(OCoLC)1267766762 035 $a(EXLCZ)994100000012018375 100 $a20220609d2022 uy 0 101 0 $aeng 135 $aurcnu|||||||| 181 $ctxt$2rdacontent 182 $cc$2rdamedia 183 $acr$2rdacarrier 200 10$aOpen channel design $efundamentals and applications /$fErnest W. Tollner 210 1$aHoboken, New Jersey :$cWiley-Blackwell,$d[2022] 210 4$d©2022 215 $a1 online resource (337 pages) 311 $a1-119-66424-1 327 $aCover -- 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. 327 $aStage-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. 327 $aSoftware 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. 606 $aChannels (Hydraulic engineering)$xDesign and construction 606 $aOpen-channel flow 608 $aElectronic books. 615 0$aChannels (Hydraulic engineering)$xDesign and construction. 615 0$aOpen-channel flow. 676 $a627.042 700 $aTollner$b Ernest W.$01219973 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910555257303321 996 $aOpen Channel Design$92820854 997 $aUNINA