Nalluri & Featherstone's civil engineering hydraulics : essential theory with worked examples.
Contributor(s): Featherstone, R. E [author.] | Nalluri, C [author.].Publisher: Chichester, West Sussex, England : John Wiley & Sons, Inc., 2016Edition: 6th edition.Description: 1 online resource.Content type: text Media type: computer Carrier type: online resourceISBN: 9781118915806; 1118915801; 9781118915660; 1118915666.Other title: Civil engineering hydraulics.Subject(s): Hydraulic engineering | HydraulicsGenre/Form: Electronic books.DDC classification: 627 Online resources: Ebook available via ProQuest Ebook Central; click to view
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Includes bibliographical references and index.
Nalluri & Featherstone's Civil Engineering Hydraulics; Contents; Preface to Sixth Edition; About the Author; Symbols; 1 Properties of Fluids; 1.1 Introduction; 1.2 Engineering units; 1.3 Mass density and specific weight; 1.4 Relative density; 1.5 Viscosity of fluids; 1.6 Compressibility and elasticity of fluids; 1.7 Vapour pressure of liquids; 1.8 Surface tension and capillarity; Worked examples; References and recommended reading; Problems; 2 Fluid Statics; 2.1 Introduction; 2.2 Pascal's law; 2.3 Pressure variation with depth in a static incompressible fluid; 2.4 Pressure measurement.
2.5 Hydrostatic thrust on plane surfaces2.6 Pressure diagrams; 2.7 Hydrostatic thrust on curved surfaces; 2.8 Hydrostatic buoyant thrust; 2.9 Stability of floating bodies; 2.10 Determination of metacentre; 2.11 Periodic time of rolling (or oscillation) of a floating body; 2.12 Liquid ballast and the effective metacentric height; 2.13 Relative equilibrium; 2.13.1 Uniform linear acceleration; 2.13.2 Radial acceleration; Worked examples; Reference and recommended reading; Problems; 3 Fluid Flow Concepts and Measurements; 3.1 Kinematics of fluids; 3.2 Steady and unsteady flows.
3.3 Uniform and non-uniform flows3.4 Rotational and irrotational flows; 3.5 One-, two- and three-dimensional flows; 3.6 Streamtube and continuity equation; 3.7 Accelerations of fluid particles; 3.7.1 Tangential acceleration; 3.7.2 Normal acceleration; 3.8 Two kinds of fluid flow; 3.9 Dynamics of fluid flow; 3.10 Energy equation for an ideal fluid flow; 3.11 Modified energy equation for real fluid flows; 3.12 Separation and cavitation in fluid flow; 3.13 Impulse-momentum equation; 3.13.1 Momentum correction factor (); 3.14 Energy losses in sudden transitions.
3.15 Flow measurement through pipes3.15.1 Venturi meter and orifice meter; 3.15.2 Pitot tube; 3.16 Flow measurement through orifices and mouthpieces; 3.16.1 Small orifice; 3.16.2 Large rectangular orifice (see Figure 3.13); 3.17 Flow measurement in channels; 3.17.1 Rectangular notch; 3.17.2 Triangular or V-notch; 3.17.3 Cipolletti weir; 3.17.4 Proportional or Sutro weir; 3.17.5 Ogee spillway; 3.17.6 Other forms of flow-measuring devices; 3.17.7 Effect of submergence of flow-measuring structures; Worked examples; References and recommended reading; Problems.
4 Flow of Incompressible Fluids in Pipelines4.1 Resistance in circular pipelines flowing full; 4.2 Resistance to flow in non-circular sections; 4.3 Local losses; 4.3.1 Typical values for circular pipelines; Worked examples; References and recommended reading; Problems; 5 Pipe Network Analysis; 5.1 Introduction; 5.2 The head balance method ('loop' method); 5.3 The quantity balance method ('nodal' method); 5.4 The gradient method; Worked examples; References and recommended reading; Problems; 6 Pump-Pipeline System Analysis and Design; 6.1 Introduction.