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CIVE1400: Fluid Mechanics
IFluid Mechanics
This page contains links to support material for the Civil Engineering module Introduction to Engineering Fluid Mechanics 1.1.
The module is delivered by:
Dr Andrew SleighSubjects:
Statics, Dynamics, Momentum, Real Fluids, Dimensional analysis
Contacts:
Room 307, Civil Engineering.
P.A.Sleigh@leeds.ac.uk
Formula Sheet (this will be given to you in the exam)
Problem Sheet 2006 - Solutions
Last Years Exam Solutions
Example MCQ Test download from here
Links to detailed course notes and example problems can be found by navigating the tree below.
new tree (TREE_ITEMS, TREE_TPL); SectionsIntroduction
Fluids and Their Properties
Statics
Dynamics
Real Fluids
Dimensional analysis
Worked examples
Some pictures
Past Examination Solutions
Downloads (exam papers with solutions, MCQs, notes etc.)
Go back to the home page

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Pipe Flow Calculations Software
Pressure drop & fluid flow rate calculationsPipe Flow Rates & Pressure Drops
Download a free trial of Pipe Flow ExpertFluid PreliminariesBy definition, a fluid is a material continuum that is unable to withstand a static shear stress. Unlike an elastic solid which responds to a shear stress with a recoverable deformation, a fluid responds with an irrecoverable flow. Variables needed to define a fluid and its environment are:
QuantitySymbolObjectUnitspressure pscalarN/m2velocity vvectorm/sdensity rscalarkg/m3viscosity mscalarkg/m-sbody forcebvectorN/kgtime tscalarsExamples of fluids include gases and liquids. Typically, liquids are considered to be incompressible, whereas gases are considered to be compressible. However, there are exceptions in everyday engineering applications. Types of Flow; Reynolds NumberFluid flow can be either laminar or turbulent. The factor that determines which type of flow is present is the ratio of inertia forces to viscous forces within the fluid, expressed by the nondimensional Reynolds Number, where V and D are a fluid characteristic velocity and distance. For example, for fluid flowing in a pipe, V could be the average fluid velocity, and D would be the pipe diameter. Typically, viscous stresses within a fluid tend to stabilize and organize the flow, whereas excessive fluid inertia tends to disrupt organized flow leading to chaotic turbulent behavior. Fluid flows are laminar for Reynolds Numbers up to 2000. Beyond a Reynolds Number of 4000, the flow is completely turbulent. Between 2000 and 4000, the flow is in transition between laminar and turbulent, and it is possible to find subregions of both flow types within a given flow field.
Governing EquationsLaminar fluid flow is described by the Navier-Stokes equations. For cases of inviscid flow, the Bernoulli equation can be used to describe the flow. When the flow is zero (i.e. statics), the fluid is governed by the laws of fluid statics. Flow & Pressure Drop in a pipe
Software for pipe flow, pressure loss, length & sizeWater Flow in Open Channels
Calculate flows from channels and tanks.Membership About Us Privacy Disclaimer Contact Advertise

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Chemical EngineeringHomeDepartmentGraduateUndergraduateFacultyResearchAlumni Fluid Mechanics

Fluid mechanics information resources relevant to chemical and process engineering.

• CFD Resources Online
  This is a collection of links to electronic information related to Computational Fluid Dynamics. The aim is to give an overview of the vast resources available on the net for people working with CFD.
• The Fluids Group at Ohio State
  Research by contributors to the fluids at Ohio State including biographical information, research projects underway, abstracts of recent papers and links to cooperative efforts with other both in the USA and internationally.
• news:sci.geo.fluids
  Geological fluids USENET newsgroup
• news:sci.mech.fluids
  Fluid mechanics USENET newsgroup
• news:sci.physics.computational.fluid-dynamics
  Computational fluid dynamics USENET newsgroup
• von Karman Institute
  The von Karman Institute for fluid dynamics

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