工程流体力学
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作者李聪 等 编著
出版社浙江大学出版社
ISBN9787308170482
出版时间2017-08
装帧平装
开本16开
定价40元
货号1201588957
上书时间2024-11-24
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作者简介
李聪，女，香港理工大学博士， 浙江大学建工学院水利实验室副教授，先后负责了高油脂废水处理， 臭气检测，国家自然基金以及浙江省自然基金等多个研究及工程项目，积累了较为深厚的理论及实际经验。
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
内容摘要
本书着重阐述流体力学的基础理论，扩展其在土建、水利等工程中的应用。本书共12章，内容包括流体静力学、流体运动基本原理、恒定总流基本方程、量纲分析和相似理论、流体阻力及能量损失、孔口出流及管嘴出流、有压管道流动、明渠流动、堰流、渗流等。本书内容上深入浅出，通俗易懂；适当压缩了部分传统、经典内容，反映了一些学科的新内容；同时一些新的解题方法取代传统的图解法，反映了计算机技术在该领域的应用。
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