工程流体力学

Chapter 1 Introduction 1.1 Summary 1.2 Fluid and modeling 1.3 Major physical properties of fluid 1.4 Classification of fluid 1.5 Forces acting on the fluidChapter 2 Hydrostatics 2.1 Stress characteristics in a stationary fluid 2.2 Differential balance equation 2.3 Fluid hydrostatic pressure distribution under the action of gravity 2.4 Relative balance of liquid 2.5 Total hydrostatic pressure of liquid acting on a horizontal surface 2.6 Total hydrostatic force on curved surface 2.7 Buoyancy force and stability of snorkelingChapter 3 The basic theory of fluid motion 3.1 Description method of fluid motion 3.2 Some basic concepts of fluid motion 3.3 Motion analysis of fluid parcel 3.4 The basic equation for fluid motion 3.5 Integration of Euler's differential equation 3.6 Steady plane potential flowsChapter 4 Fundamental equations of steady total flow 4.1 Analysis method of total flow 4.2 Continuity equation of incompressible fluid 4.3 The Bernoulli equation 4.4 Momentum equationChapter 5 Similarity theory and dimensional analysis 5.1 Dimension 5.2 Dimensional analysis 5.3 Similarity theory basis of fluid motion 5.4 Model experimentChapter 6 Fluid resistance and energy loss 6.1 Introduction 6.2 Laminar and turbulent flow 6.3 laminar flow in a circular pipe 6.4 Turbulent flow 6.5 Linear head losses of turbulent flow in circular pipes 6.6 The linear head loss of the turbulent flow in a non circular tube 6.7 Local head loss 6.8 The concept of boundary layer 6.9 Drag forceChapter 7 Orifice outflow and nozzle flow 7.1 Steady orifice outflow 7.2 Nozzle outflow 7.3 Unsteady outflow of orifice and nozzleChapter 8 Fluid motion in pressure pipe 8.1 Hydraulic calculation of equal diameter short pipe 8.2 Hydraulic calculation of long pipe 8.3 Hydraulic calculation basis of pipe networks 8.4 Water hammer in a pressure pipeChapter 9 Open channel flow 9.1 Classification of open channel 9.2 Uniform flow in open channel 9.3 Uniform flow in non-pressure circular conduits 9.4 Concepts of non-uniform flow in open channel 9.5 Gradually varied flow water surface curves analysis in prismatic open channel 9.6 The gradually varied flow water surface calculation in open channelChapter 10 Weir flow 10.1 Definition and classification of weir flow 10.2 Basic formula of weir flow 10.3 Sharp-crested weir 10.4 Ogee weir 10.5 Broad-crested weir 10.6 Hydraulic computation of flow cross small bridgeChapter 11 Seepage 11.1 Seepage basic laws 11.2 Steady gradual seepage 11.3 Seepage catchment corridor 11.4 Seepage of wells 11.5 Vertical water pressure of the building in water-table aquiferChapter 12 One dimensional flow of compressible gas 12.1 Some basic concepts of compressible gas 12.2 The basic principle of one dimensional flow of ideal gas 12.3 Pipe flow of compressible gasReference