本书是根据美国**出版商John Wiley & Sons出版的精品教材改编而成的工程流体力学英文教材。其主要内容有：绪论、流体静力学、流体运动基本原理、控制体法流动分析（恒定总流）、微分法流动分析、量纲分析与流动相似、内流和外流、有压管流、孔口和管嘴出流、明渠流、堰流、渗流和可压缩气体一元流动。可作为高等院校土建、市政、给排水、水利等专业的流体力学（水力学）的双语教学用书，亦可作为专业技术人员和全国注册土木工程师考试的参考书。

　　本书是根据美国**出版商John Wiley & Sons出版的精品教材改编而成的工程流体力学英文教材。为了保持原版教材的特色，同时满足中国高校教学的要求，本书主要依据*新的高等学校土建类专业的《流体力学课程教学基本要求》进行改编，尤其注重理论基础及实际问题的解决，其主要内容有：绪论、流体静力学、流体运动基本原理、控制体法流动分析（恒定总流）、微分法流动分析、量纲分析与流动相似、内流和外流、有压管流、孔口和管嘴出流、明渠流、堰流、渗流和可压缩气体一元流动。
　　本书可作为高等院校土建、市政、给排水、水利等专业的流体力学（水力学）的双语教学用书，亦可

Chapter1Introduction.1.1Introduction1.2Dimensions,DimensionalHomogeneity,andUnits1.2.1SystemsofUnits1.3AnalysisofFluidBehavior1.4MeasuresofFluidMassandWeight1.4.1Density1.4.2SpecificWeight1.4.3SpecificGravity1.5IdealGasLaw1.6Viscosity1.7CompressibilityofFluids1.7.1BulkModuhls1.7.2CoefficientofVolumeCompressibility1.8VaporPressure1.9SurfaceTension1.10ForcesDescriptions1.11ABriefLookBackinHistory1.12ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter2FluidStatics2.1PressureataPoint2.2BasicEquationforPressureField2.2.1BasicEquationforPressureField2.2.2EquipressureSurface2.3PressureVariationinaFluidatRest2.3.1FundamentalEquationofaFluidatRest2.3.2IncompressibleFluid2.4StandardAtmosphere2.5MeasurementofPressure2.6Manometry2.6.1PiezometerTube2.6.2U-TubeManometer2.6.3Inclined-TubeManometei2.6.4MechanicalandElectronicPressureMeasuringDevices2.7HydrostaticForceonaPlaneSurface2.7.1ForceonaPlaneSurface2.7.2PressurePrism2.8HydrostaticForceonaCurvedSurface2.9Buoyancy,Flotation,andStability2.9.1Archimedes'Principle2.9.2Stability2.10PressureVariationinaFluidwithRigid-BodyMotion2.10.1LinearMotion2.10.2Rigid-BodyRotation2.11ChapterSummaryandStudyGuideReferencesReviewProblemsProbklemsChapter3IntroductiontoFluidsinMotion3.1TheVelocityField3.1.1EulerianandLagrangianFlowDescriptions3.1.2One-,Two-,andThree-DimensionalFlows3.1.3SteadyandUnsteadyFlows3.1.4Streamlines,Streaklines,andPathlines3,2TheAccelerationField3.2.1TheMaterialDerivative3.2.2UnsteadyEffects3.2.3ConvectiveEffects3.3TheBernoulliEquationalongaStreamline3.3.1TheBernoulliEquationalongaStreamline3.3.2PhysicalInterpretation3.3.3Static,Stagnation,Dynamic,andTotalPressure3.4ExamplesofUseoftheBernoulliEquation3.4.1FreeJets3.4.2ConfinedFlows3.4.3FlowrateMeasurement3.5TheEnergyLineandtheHydraulicGradeLine3.6ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter4FiniteControlVolumeAnalysis4.1ControlVolumeandSystemRepresentations4.2TheReynoldsTransportTheorem4.2.1DerivationoftheReynoldsTransportTheorem4.2.2SelectionofaControlVolume4.3TheContinuityEquation4.3.1DerivationoftheContinuityEquation4.3.2Fixed,NondeformingControlVolume4.3.3Moving,NondeformingControlVolume4.4TheLinearMomentumEquation4.4.1DerivationoftheLinearMomentumEquation4.4.2ApplicationoftheLinearMomentumEquation4.5TheEnergyEquation4.5.1DerivationoftheEnergyEquation4.5.2TheEnergyEquationforSteadyUniformFlow4.6ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter5DifferentialAnalysisofFluidFlow5.1FluidElementKinematics5.1.1LinearMotionandDeformation5.1.2AngularMotionandDeformation5.1.3Irrotati0nalFlow5.2DifferentialFormofContinuityEquation5.2.1DifferentialFormofContinuityEquation5.2.2TheStreamFunction5.3EquationsofMotion5.3.1DescriptionofForcesActingontheDifferentialElement5.3.2EquationsofMotion5.3.3TheNavier-StokesEquations5.4InviscidFlow5.4.1Euler'sEquationsofMotion5.4.2TheBernoulliEquationalongaStreamline5.4.3TheBernoulliEquationforIrrotationalFlow5.4.4TheVelocityPotential5.5PlanePotentialFlows5.5.1SomeBasic,PlanePotentialFlows5.5.2SourceinaUniformStream—Half-Body5.5.3RankineOvals5.5.4FlowaroundaCircularCylinder5.6ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter6Similitude,DimensionalAnalysis,andModeling6.1Introduction6.2DimensionalAnalysis6.2.1BuckinghamPiTheorem6.2.2DeterminationofPiTerms6.3CommonDimensionlessGroupsinFluidMechanics6.4CorrelationofExperimentalData6.4.1ProblemswithOnePiTerm6.4.2ProblemswithTwoorMorePiTerms6.5ModelingandSimilitude6.5.1TheoryofModels6.5.2ModelScales6.5.3FlowthroughClosedConduits6.5.4FlowaroundImmersedBodies6.5.5FlowwithaFreeSurface6.6NormalizedGoverningDifferentialEquations6.7ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter7InternalFlowandExternalFlow7.1GeneralCharacteristicsofPipeFlow7.1.1LaminarorTurbulentFlow..7.1.2EntranceRegionandFullyDevelopedFlow7.1.3PressureandShearStress7.2FullyDevelopedLaminarFlow7.2.1FluidElementApproach7.2.2EnergyConsiderations7.3FullyDevelopedTurbulentFlow7.3.1TransitionfromLaminartoTurbulentFlow7.3.2TurbulentShearStress7.3.3TurbulentVelocityProfile7.4HeadLossesinPipeFlow7.4.1MajorLosses7.4.2MinorLosses7.5FundamentalsofBoundarylayer7.5.1IntroductionofExternalFlows7.5.2CharacteristicsofFlowPastanObject7.5.3BoundaryLayerStructureandThicknessonaFlatPlate7.5.4EffectsofPressureGradient7.6LiftandDragConcepts7.7ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter8PipeFlow,OrificeFlowandNozzleFlow8.1SinglePipes8.2MultiplePipeSystems8.2.1SeriesPipeSystem8.2.2ParallelPipeSystem8.2.3LoopPipeSystem8.2.4BranchingSystem8.2.5PipeNetwork8.3PipeFlowrateMeasurement8.4OrificeFlow8.4.1GeneralCharacteristicsofOrificeFlow8.4.2OutflowthroughSharp-edgedSmallOrifice8.4.3OutflowthroughSharp-edgedBigOrifice8.5NozzleFlow8.5.1Introduction8.5.2SteadyFlowthroughCylindricalOuterNozzle8.5.3VacuuminCylindricalOuterNozzle8.6ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter9Open-ChannelFlow9.1Introduction9.1.1GeneralCharacteristicsofOpen-ChannelFlow9.1.2ChannelGeometry9.2UniformFlow9.2.1UniformFlowApproximations9.2.2TheChezyandManningEquations9.2.3UniformFlowExamples9.2.4BestHydrauliccrossSection9.3SurfaceWaves9.3.1WaveSpeed9.3.2FroudeNumberEffects9.4FundamentalofNonuniformFlow9.4.1SpecificEnergy9.4.2ChannelDepthVariations9.5GraduallyVariedFlow9.5.1WaterSurfaceProfiles9.5.2SomeRepresentationsofSurfaceprofiles9.5.3NumericalSolutionofWaterSurfaceProfiles9.6RapidlyVariedFlow9.6.1TheHydraulicJump9.7ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter10WeirFlow10.1GeneralCharacteristicsofWeirFlow10.1.1GeneralCharacteristicsofWeirs10.1.2ClassificationofWeirs10.2Sharp-CrestedWeirs10.2.1BasicFlowrateFormula10.2.2RectangularWeir10.2.3TriangularWeir10.3Ogee-crestedweirs10.4Broad-CrestedWeirs10.5UnderflowGates10.6ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsChapter11SeepageFlow11.1BasicPrincipleofSeepageFlow11.1.1SeepageFlowModel11.1.2DarcyLaw11.1.3CoefficientofPermeability11.2SteadyGraduallyVariedSeepageFlow11.2.1GeneralFormulaforGraduallyVariedSeepageFlow11.2.2DifferentialEquationofGraduallyVariedSeepageFlow11.2.3WaterSurfaceProfilesoftheGraduallyVariedSeepageFlow11.3SeepageFlowofStorageGalleryl1.4SeepageFlowofWell11.4.1CompletelyGeneralWell11.4.2CompletelyArtesianWell11.4.3Multiple-well11.5ChapterSummaryandStudyGuideReferencesProblemsChapter12OneDimensionalCompressibleFlow12.1IdealGasRelationships12.2MachNumberandSpeedofSound12.3CategoriesofCompressibleFlow12.4IsentropicFlowofanIdealGas12.4.1EffectofVariationsinFlowCross-SectionalArea12.4.2Converging-DivergingDuctFlow12.4.3ConstantAreaDuctFlow12.**diabaticConstantAreaDuctFlowwithFriction12.6ChapterSummaryandStudyGuideReferencesReviewProblemsProblemsAppendixAAppendixBAppendixCAppendixDOnlineAppendixListAnswerstoSelectedHomeworkProblemsIndex...