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Notes For the Level 1 Lecture Course in Fluid Mechanics

Department of Civil Engineering, University of Leeds.

CIVE 1400 FLUID MECHANICS

Dr Andrew Sleigh

January, 2006
  1. Contents of the module
  2. Objectives:
  3. Consists of:

  4. Specific Elements:

  5. Books:

    Any of the book listed below are more than adequate for this module.

    (You will probably not need any more fluid mechanics books on the rest of the Civil Engineering course)

    Mechanics of Fluids, Massey B S., Van Nostrand Reinhold.

    Fluid Mechanics, Douglas J F, Gasiorek J M, and Swaffield J A, Longman.

    Civil Engineering Hydraulics, Featherstone R E and Nalluri C, Blackwell Science.

    Hydraulics in Civil and Environmental Engineering, Chadwick A, and Morfett J., E & FN Spon - Chapman & Hall.

  6. Online Lecture Notes

    The lecture notes you are reading can be found on the WWW at he following address:

    http://www.efm.leeds.ac.uk/CIVE

    These notes give more information than is found in the lectures although they must also be read along with other fluid mechanics books. They may be read on line or printed off for personal use.

  7. Civil Engineering Fluid Mechanics

    Why are we studying fluid mechanics on a Civil Engineering course? The provision of adequate water services such as the supply of potable water, drainage, sewerage are essential for the development of industrial society. It is these services which civil engineers provide.

    Fluid mechanics is involved in nearly all areas of Civil Engineering either directly or indirectly. Some examples of direct involvement are those where we are concerned with manipulating the fluid:

    And some examples where the primary object is construction - yet analysis of the fluid mechanics is essential:

    Notice how nearly all of these involve water. The following course, although introducing general fluid flow ideas and principles, will demonstrate many of these principles through examples where the fluid is water.

     

  8. System of units

    As any quantity can be expressed in whatever way you like it is sometimes easy to become confused as to what exactly or how much is being referred to. This is particularly true in the field of fluid mechanics. Over the years many different ways have been used to express the various quantities involved. Even today different countries use different terminology as well as different units for the same thing - they even use the same name for different things e.g. an American pint is 4/5 of a British pint!

    To avoid any confusion on this course we will always used the SI (metric) system - which you will already be familiar with. It is essential that all quantities be expressed in the same system or the wrong solution will results.

    Despite this warning you will still find that that this is the most common mistake when you attempt example questions.

  9. The SI System of units

    The SI system consists of six primary units, from which all quantities may be described. For convenience secondary units are used in general practise which are made from combinations of these primary units.

    Primary Units

    The six primary units of the SI system are shown in the table below:

    Quantity
    SI Unit
    Dimension
    length
    metre, m
    L
    mass
    kilogram, kg
    M
    time
    second, s
    T
    temperature
    Kelvin, K
    Q
    current
    ampere, A
    I
    luminosity
    candela
    Cd

    In fluid mechanics we are generally only interested in the top four units from this table.

    Notice how the term 'Dimension' of a unit has been introduced in this table. This is not a property of the individual units, rather it tells what the unit represents. For example a metre is a length which has a dimension L but also, an inch, a mile or a kilometre are all lengths so have dimension of L.

    (The above notation uses the MLT system of dimensions, there are other ways of writing dimensions - we will see more about this in the section of the course on dimensional analysis.)

    Derived Units

    There are many derived units all obtained from combination of the above primary units. Those most used are shown in the table below:

    Quantity
    SI Unit
    Dimension
    velocity
    m/s
    ms-1
    LT-1
    acceleration
    m/s2
    ms-2
    LT-2
    force
    N

    kg m/s2

    kg ms-2

    M LT-2
    energy (or work)
    Joule J

    N m,

    kg m2/s2


    kg m2s-2


    ML2T-2
    power
    Watt W

    N m/s

    kg m2/s3

    Nms-1

    kg m2s-3


    ML2T-3
    pressure ( or stress)
    Pascal P,

    N/m2,

    kg/m/s2

    Nm-2

    kg m-1s-2


    ML-1T-2
    density
    kg/m3
    kg m-3
    ML-3
    specific weight
    N/m3

    kg/m2/s2

    kg m-2s-2

    ML-2T-2
    relative density
    a ratio

    no units
    1

    no dimension
    viscosity
    N s/m2

    kg/m s
    N sm-2

    kg m-1s-1

    M L-1T-1
    surface tension
    N/m

    kg /s2
    Nm-1

    kg s-2

    MT-2

    The above units should be used at all times. Values in other units should NOT be used without first converting them into the appropriate SI unit. If you do not know what a particular unit means find out, else your guess will probably be wrong.
    One very useful tip is to write down the units of any equation you are using. If at the end the units do not match you know you have made a mistake. For example is you have at the end of a calculation,

    30 kg/m s = 30 m

    you have certainly made a mistake - checking the units can often help find the mistake.

    More on this subject will be seen later in the section on dimensional analysis and similarity.


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