目录 Chapter1 Introduction 1.1Summary 1.2Fluid and modeling 1.3Major physical properties of fluid 1.4Classification of fluid 1.5Forces acting on the fluid Chapter2 Hydrostatics 2.1Stress characteristics in a stationary fluid 2.2Differential balance equation 2.3Fluid hydrostatic pressure distribution under the action of gravity 2.4Relative balance of liquid 2.5Total hydrostatic pressure of liquid acting on a horizontal surface 2.6Total hydrostatic force on curved surface 2.7Buoyancy force and stability of snorkeling Chapter3 The basic theory of fluid motion 3.1Description method of fluid motion 3.2Some basic concepts of fluid motion 3.3Motion analysis of fluid parcel 3.4The basic equation for fluid motion 3.5Integration of Eulers differential equation 3.6Steady plane potential flows Chapter4 Fundamental equations of steady total flow 4.1Analysis method of total flow 4.2Continuity equation of incompressible fluid 4.3The Bernoulli equation 4.4Momentum equation Chapter5 Similarity theory and dimensional analysis 5.1Dimension 5.2Dimensional analysis 5.3Similarity theory basis of fluid motion 5.4Model experiment Chapter6 Fluid resistance and energy loss 6.1Introduction 6.2Laminar and turbulent flow 6.3laminar flow in a circular pipe 6.4Turbulent flow 6.5Linear head losses of turbulent flow in circular pipes 6.6The linear head loss of the turbulent flow in a non circular tube 6.7Local head loss 6.8The concept of boundary layer 6.9Drag force Chapter7 Orifice outflow and nozzle flow 7.1Steady orifice outflow 7.2Nozzle outflow 7.3Unsteady outflow of orifice and nozzle Chapter8 Fluid motion in pressure pipe 8.1Hydraulic calculation of equal diameter short pipe 8.2Hydraulic calculation of long pipe 8.3Hydraulic calculation basis of pipe networks 8.4Water hammer in a pressure pipe Chapter9 Open channel flow 9.1Classification of open channel 9.2Uniform flow in open channel 9.3Uniform flow in non-pressure circular conduits 9.4Concepts of non-uniform flow in open channel 9.5Gradually varied flow water surface curves analysis in prismatic open channel 9.6The gradually varied flow water surface calculation in open channel Chapter10 Weir flow 10.1Definition and classification of weir flow 10.2Basic formula of weir flow 10.3Sharp-crested weir 10.4Ogee weir 10.5Broad-crested weir 10.6Hydraulic computation of flow cross small bridge Chapter11 Seepage 11.1Seepage basic laws 11.2Steady gradual seepage 11.3Seepage catchment corridor 11.4Seepage of wells 11.5Vertical water pressure of the building in water-table aquifer Chapter12 One dimensional flow of compressible gas 12.1Some basic concepts of compressible gas 12.2The basic principle of one dimensional flow of ideal gas 12.3Pipe flow of compressible gas Reference
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