{"product_id":"open-channel-design-isbn-9781119664246","title":"Open Channel Design","description":"\u003cb\u003eOPEN CHANNEL DESIGN\u003c\/b\u003e \u003cp\u003eA fundamental knowledge of flow in open channels is essential for the planning and design of systems to manage water resources. Open channel design has applications within many fields, including civil engineering, agriculture, hydrology, geomorphology, sedimentology, environmental fluid and sediment dynamics and river engineering.  \u003c\/p\u003e\u003cp\u003e\u003ci\u003eOpen Channel Design: Fundamentals and Applications\u003c\/i\u003e covers permissible velocity, tractive force, and regime theory design methodologies and applications. Hydraulic structures for flow control and measurement are covered. Flow profiles and their design implications are covered. Sediment transport mechanics and moveable boundaries in channels are introduced. Finally, a brief treatment of the St. Venant equations and Navier-Stokes equations are introduced as topics to be explored in more advanced courses. The central goal is to prepare students for work in engineering offices where they will be involved with aspects of land development and related consulting work. Students will also be prepared for advanced courses that will involve computational fluid dynamics approaches for solving 2-d and 3-d problems in advanced graduate level courses.  \u003c\/p\u003e\u003cp\u003eOffering a fresh approach, \u003ci\u003eOpen Channel Design: Fundamentals and Applications\u003c\/i\u003e prepares students for work in engineering offices where they will be involved with aspects of land development and related consulting work. It also introduces the reader to software packages including Mathematica, HecRas and HY8, all widely used in professional settings. \u003c\/p\u003e\u003cp\u003ePreface ix\u003c\/p\u003e \u003cp\u003eAcknowledgments xi\u003c\/p\u003e \u003cp\u003eAbout the Companion Website xii\u003c\/p\u003e \u003cp\u003e\u003cb\u003e1 Basic Principles and Flow Classifications 1\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eFluid Mechanics Foundations 2\u003c\/p\u003e \u003cp\u003eHydrologic Foundations 7\u003c\/p\u003e \u003cp\u003ePresentation Organization 8\u003c\/p\u003e \u003cp\u003eProblems and Questions 10\u003c\/p\u003e \u003cp\u003eReferences 11\u003c\/p\u003e \u003cp\u003e\u003cb\u003e2 Channel Fundamentals 12\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 12\u003c\/p\u003e \u003cp\u003eChannel Elements and Nomenclature 12\u003c\/p\u003e \u003cp\u003eGeneral Flow Relationships 17\u003c\/p\u003e \u003cp\u003eUniform Flow Relationships 17\u003c\/p\u003e \u003cp\u003eTheoretical Considerations 23\u003c\/p\u003e \u003cp\u003eNatural, Compound, or Sustainable Channels 25\u003c\/p\u003e \u003cp\u003eLined Channels, Optimum Channels, and Velocity Constraints 28\u003c\/p\u003e \u003cp\u003eChannel Installation 43\u003c\/p\u003e \u003cp\u003eSummary 43\u003c\/p\u003e \u003cp\u003eProblems and Questions 47\u003c\/p\u003e \u003cp\u003eReferences 51\u003c\/p\u003e \u003cp\u003e\u003cb\u003e3 Vegetated Waterways and Bioswales 53\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 53\u003c\/p\u003e \u003cp\u003eBackground 53\u003c\/p\u003e \u003cp\u003eChannel Planning 54\u003c\/p\u003e \u003cp\u003eBasic Design Procedures 56\u003c\/p\u003e \u003cp\u003eBioswales 60\u003c\/p\u003e \u003cp\u003eVegetated Filter Strips 62\u003c\/p\u003e \u003cp\u003eTemporary Linings 62\u003c\/p\u003e \u003cp\u003eSummary 66\u003c\/p\u003e \u003cp\u003eProblems and Questions 68\u003c\/p\u003e \u003cp\u003eReferences 69\u003c\/p\u003e \u003cp\u003e\u003cb\u003e4 Tractive Force Methods for Earthen Channels 71\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 71\u003c\/p\u003e \u003cp\u003eRiprap-Lined or Earthen Waterways (Earthen II) 71\u003c\/p\u003e \u003cp\u003eTractive Force for Vegetated Waterways 77\u003c\/p\u003e \u003cp\u003eDetails and Origins of The Parabolic Cross-section 82\u003c\/p\u003e \u003cp\u003eCosting Channel Designs 92\u003c\/p\u003e \u003cp\u003eSteady Uniform Flow Conclusion 94\u003c\/p\u003e \u003cp\u003eProblems and Questions 95\u003c\/p\u003e \u003cp\u003eReferences 97\u003c\/p\u003e \u003cp\u003e\u003cb\u003e5 The Energy Equation and Gradually Varied Flows 98\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 98\u003c\/p\u003e \u003cp\u003eEnergy Preliminaries – Velocity Profiles and Boundary Effects 98\u003c\/p\u003e \u003cp\u003eLonger Transitions – Gradually Varied Flow Analyses 115\u003c\/p\u003e \u003cp\u003eConclusions 126\u003c\/p\u003e \u003cp\u003eProblems and Questions 126\u003c\/p\u003e \u003cp\u003eReferences 127\u003c\/p\u003e \u003cp\u003e\u003cb\u003e6 Momentum Equation for Analyzing Varied Steady Flows and Spatially Varied Increasing Flows 128\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 128\u003c\/p\u003e \u003cp\u003eRapidly Varying Steady Flows (dQ\/d\u003ci\u003et\u003c\/i\u003e = 0, d\u003ci\u003eQ\u003c\/i\u003e\/d\u003ci\u003ex\u003c\/i\u003e = 0, d\u003ci\u003ey\u003c\/i\u003e\/dx varies) 128\u003c\/p\u003e \u003cp\u003eSpatially Varying Steady Flow (d\u003ci\u003eQ\u003c\/i\u003e\/d\u003ci\u003et\u003c\/i\u003e = 0, d\u003ci\u003eQ\u003c\/i\u003e\/d\u003ci\u003ex\u003c\/i\u003e varies, d\u003ci\u003ey\u003c\/i\u003e\/d\u003ci\u003ex\u003c\/i\u003e varies) 137\u003c\/p\u003e \u003cp\u003eConclusions 142\u003c\/p\u003e \u003cp\u003eProblems and Questions 142\u003c\/p\u003e \u003cp\u003eReferences 143\u003c\/p\u003e \u003cp\u003e\u003cb\u003e7 Hydraulics of Water Management Structures 144\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 144\u003c\/p\u003e \u003cp\u003eStructure Types 145\u003c\/p\u003e \u003cp\u003eHydraulic Concepts 147\u003c\/p\u003e \u003cp\u003eStage–Discharge Relationships of Weir Inlets and Flumes 150\u003c\/p\u003e \u003cp\u003eDischarge Relations of Orifices and Sluice Gates Inlet Devices 156\u003c\/p\u003e \u003cp\u003eFlow Hydraulics of Closed Conduits 157\u003c\/p\u003e \u003cp\u003eStage–Discharge Curves for Culverts and Spillways 167\u003c\/p\u003e \u003cp\u003eClosed Conduit Systems for Urban Stormwater Collection 169\u003c\/p\u003e \u003cp\u003eEcologic Suitability 171\u003c\/p\u003e \u003cp\u003eSummary and Conclusions 177\u003c\/p\u003e \u003cp\u003eProblems and Questions 179\u003c\/p\u003e \u003cp\u003eReferences 182\u003c\/p\u003e \u003cp\u003e\u003cb\u003e8 Gradually Varied Unsteady Flow 185\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 185\u003c\/p\u003e \u003cp\u003eHydrologic Routing Approaches 187\u003c\/p\u003e \u003cp\u003eKinematic Wave Method 194\u003c\/p\u003e \u003cp\u003eDiffusion Wave Method 199\u003c\/p\u003e \u003cp\u003eDynamic Routing 203\u003c\/p\u003e \u003cp\u003eSummary and Conclusions 209\u003c\/p\u003e \u003cp\u003eProblems and Questions 210\u003c\/p\u003e \u003cp\u003eReferences 211\u003c\/p\u003e \u003cp\u003e\u003cb\u003e9 Rapidly Varying Unsteady Flow Applications – Waves 213\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 213\u003c\/p\u003e \u003cp\u003eSurface Irrigation 213\u003c\/p\u003e \u003cp\u003eSluice Gate and Related Operations 217\u003c\/p\u003e \u003cp\u003eThe Dam-Break Problem 223\u003c\/p\u003e \u003cp\u003eOscillatory Waves 230\u003c\/p\u003e \u003cp\u003eSummary and Conclusions 233\u003c\/p\u003e \u003cp\u003eProblems and Questions 234\u003c\/p\u003e \u003cp\u003eReferences 235\u003c\/p\u003e \u003cp\u003e\u003cb\u003e10 Channel Design Emphasizing Fine Sediments and Survey of Alluvial Channel Sediment Transport 236\u003c\/b\u003e\u003c\/p\u003e \u003cp\u003eGoals 236\u003c\/p\u003e \u003cp\u003eAlluvial Channel vs. Earthen Channel and Other Preliminaries 237\u003c\/p\u003e \u003cp\u003eEarly Approaches to Sediment Transport 237\u003c\/p\u003e \u003cp\u003eIncipient Motion 238\u003c\/p\u003e \u003cp\u003eRiprap or Revetment Specification 243\u003c\/p\u003e \u003cp\u003eBedform Descriptions and Analysis 244\u003c\/p\u003e \u003cp\u003eSediment Fall Velocity 245\u003c\/p\u003e \u003cp\u003eA Probabilistic Approach to Sediment Transport 249\u003c\/p\u003e \u003cp\u003eEinstein (1950)–Laursen (1958)–Graf (1971) Stage–Discharge and Other Hydraulic Calculations 254\u003c\/p\u003e \u003cp\u003eVan Rijn (1984) Stage–Discharge and Total Load 259\u003c\/p\u003e \u003cp\u003eTotal Load by Regression Approaches 264\u003c\/p\u003e \u003cp\u003eSediment Measurement 268\u003c\/p\u003e \u003cp\u003eSediment Routing Through Detention Ponds and Streams 268\u003c\/p\u003e \u003cp\u003eSoftware Support for Estimating Sediment Transport 270\u003c\/p\u003e \u003cp\u003eImplications of Sediment Transport on Infrastructure 271\u003c\/p\u003e \u003cp\u003eEmpirical Channel Design Approaches Leading to Sustainable Channels 274\u003c\/p\u003e \u003cp\u003eForces Impacting Channel Cross Sections – Stream Restoration 281\u003c\/p\u003e \u003cp\u003eSummary and Future Directions 286\u003c\/p\u003e \u003cp\u003eProblems and Questions 289\u003c\/p\u003e \u003cp\u003eReferences 290\u003c\/p\u003e \u003cp\u003eAppendix A  Software and Selected Solutions 294\u003c\/p\u003e \u003cp\u003eAppendix B  Solution Charts for Vegetated Waterways Using the Permissible Velocity Method 305\u003c\/p\u003e \u003cp\u003eAppendix C  Selected Cost Data for Channel Excavation and Lining Materials 310\u003c\/p\u003e \u003cp\u003eAppendix D  Design Strategy Summary for Uniform Flow Channels 315\u003c\/p\u003e \u003cp\u003eIndex 317\u003c\/p\u003e \u003cp\u003e\u003cb\u003eErnest W. Tollner\u003c\/b\u003e is a native of Maysville, KY and received his BS and MS degrees in agricultural engineering at the University of Kentucky. He did his doctorate at Auburn. He was elected Fellow of the American Society of Agricultural and Biological Engineers in 2012 and served on the ASABE Board of Trustees. He was awarded a Lifetime Achievement Award by Marquis in 2018, and won the Georgia Engineering Educator of the Year Award in 2019. \u003c\/p\u003e  \u003cp\u003eA fundamental knowledge of flow in open channels is essential for the planning and design of systems to manage water resources. Open channel design has applications within many fields, including civil engineering, agriculture, hydrology, geomorphology, sedimentology, environmental fluid and sediment dynamics and river engineering. \u003c\/p\u003e \u003cp\u003e\u003ci\u003eOpen Channel Design: Fundamentals and Applications\u003c\/i\u003e covers permissible velocity, tractive force, and regime theory design methodologies and applications. Hydraulic structures for flow control and measurement are covered. Flow profiles and their design implications are covered. Sediment transport mechanics and moveable boundaries in channels are introduced. Finally, a brief treatment of the St. Venant equations and Navier-Stokes equations are introduced as topics to be explored in more advanced courses. The central goal is to prepare students for work in engineering offices where they will be involved with aspects of land development and related consulting work. Students will also be prepared for advanced courses that will involve computational fluid dynamics approaches for solving 2-d and 3-d problems in advanced graduate level courses.  \u003c\/p\u003e\u003cp\u003eOffering a fresh approach, \u003ci\u003eOpen Channel Design: Fundamentals and Applications\u003c\/i\u003e prepares students for work in engineering offices where they will be involved with aspects of land development and related consulting work. It also introduces the reader to software packages including Mathematica, HecRas and HY8, all widely used in professional settings.\u003c\/p\u003e","brand":"Wiley-Blackwell","offers":[{"title":"Default Title","offer_id":47989717172453,"sku":"NP9781119664246","price":134.95,"currency_code":"USD","in_stock":false}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/1842\/7735\/files\/9781119664246.jpg?v=1761785226","url":"https:\/\/k12savings.com\/es\/products\/open-channel-design-isbn-9781119664246","provider":"K12savings","version":"1.0","type":"link"}