工程流體力學

本書着重闡述流體力學的基礎理論，擴展其在土建、水利等工程中的應用。本書共12章，內容包括流體靜力學、流體運動基本原理、恆定總流基本方程、量綱分析和相似理論、流體阻力及能量損失、孔口出流及管嘴出流、有壓管道流動、明渠流動、堰流、滲流等。 ^[1] 

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 fluid

Chapter 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 snorkeling

Chapter 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 flows

Chapter 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 equation

Chapter 5 Similarity theory and dimensional analysis

5.1 Dimension

5.2 Dimensional analysis

5.3 Similarity theory basis of fluid motion

5.4 Model experiment

Chapter 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 force

Chapter 7 Orifice outflow and nozzle flow

7.1 Steady orifice outflow

7.2 Nozzle outflow

7.3 Unsteady outflow of orifice and nozzle

Chapter 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 pipe

Chapter 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 channel

Chapter 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 bridge

Chapter 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 aquifer

Chapter 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 gas

Reference ^[2]