Title: E4014 Construction Surveying
1E4014 - Construction Surveying
2Introduction
- surveyors
- usually not be directly involved in the design of
hydraulics systems - most certainly will be responsible for the
setting out of such systems. - surveyor may need to alter the design of a system
on-site - the principles involved in this field must be
understood.
3Introduction
- It is with this in mind and the desire to make
you better able to understand the requirements of
the engineer or design draftsman responsible for
the project that this module is included.
4Definitions DiscussionsHydrostatics
Hydrodynamics
- Hydrostatics
- The study of the properties of fluids which are
at rest or in equilibrium (e. g. storage systems
such as dams and reservoirs). - Hydrodynamics
- The study of the properties of fluids which are
in motion in pipes and channels (e.g. water or
sewerage reticulation and drainage systems).
5Definitions DiscussionsFluid
- can offer no permanent resistance to any force
causing change of shape. - flow under their own weight
- take the shape of any solid body with which they
are in contact.
6Definitions DiscussionsFluid cont
- change of shape is caused by shearing forces
therefore if shearing forces are acting in a
fluid it will flow. - Conversely, if a fluid is at rest there can be no
shearing forces in it, and all forces are
perpendicular (normal) to the planes on which
they act.
7Definitions DiscussionsFluid cont
- Fluids are divided into liquids and gases.
- Liquid
- difficult to compress
- a given mass occupies a fixed volume irrespective
of the size of the container holding it - a free surface is formed as a boundary between
the liquid and the air above it.
8Definitions DiscussionsFluid cont
- Fluids are divided into liquids and gases.
- Gas
- easily compressed
- expands to fill any vessel in which it is
contained - does not form a free surface.
9Definitions DiscussionsPressure Intensity of
Pressure
- Pressure
- force exerted by a fluid on the surfaces with
which it is in contact, or by one part of a fluid
on the adjoining part. - intensity of pressure at any point
- force exerted on the unit area at that point
- measured in newtons per square metre in SI
units - An alternative metric unit is the bar, which is
105 N/m2.
10Definitions DiscussionsPressure - Example
11Definitions DiscussionsPressure Scales
- Atmospheric Pressure
- The earth is surrounded by an atmosphere many
miles high. - The pressure due to this atmosphere at the
surface of the earth depends upon the head of air
above the surface. - Atmospheric pressure at sea level is about
101.325 kN/m2, - equivalent to a head of 10.35m of water
- or 760 mm of mercury approximately, and decreases
with altitude
12Definitions DiscussionsPressure Scales
- Vacuum
- A perfect vacuum is a completely empty space in
which, therefore, the pressure is zero
- Gauge Pressure
- the intensity of pressure measured above or below
atmospheric pressure
13Definitions DiscussionsPressure Scales
- Absolute Pressure
- the intensity of pressure measured above the
absolute zero, which is a perfect vacuum
14Definitions DiscussionsPressure Scales
- absolute pressure atmospheric pressure gauge
pressure, or - p(abs) p(atm) p(g)
15Definitions DiscussionsPressure Scales
- absolute pressure atmospheric pressure gauge
pressure, or - p(abs) p(atm) p(g)
16Definitions DiscussionsDimensions Units
- Dimensions
- various physical properties that all matter
possess - describe the state of things
- Units
- internationally agreed measurable quantities of
the various dimensions - SI ( System International )
- kilogram, metre, cubic metre, metre per second,
kelvin, ampere, and joule
17Definitions DiscussionsDimensions Units
- Seven base dimensions, each with its own base unit
18HydrostaticsIntroduction
19HydrostaticsIntroduction
20HydrostaticsHydrostatic laws - Horizontal
Pressure Variation
- Horizontal Hydrostatic Law
- Pressure has a constant value at a given
horizontal level in a continuous fluid mass
21HydrostaticsHydrostatic laws - Horizontal
Pressure Variation
22HydrostaticsHydrostatic laws - Vertical Pressure
Variation
23HydrostaticsHydrostatic laws - Vertical Pressure
Variation
24HydrostaticsHydrostatic laws - Vertical Pressure
Variation
25HydrostaticsHydrostatic laws - Vertical Pressure
Variation
26HydrostaticsHydrostatic laws - Example
27HydrostaticsHydrostatic laws - Example
68670 Pa
28HydrostaticsHydrostatic laws - Example
68670 Pa
29HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
68670 Pa
30HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
19620 Pa
68670 Pa
31HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
19620 Pa
68670 Pa
32HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
9810 Pa
19620 Pa
68670 Pa
33HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
9810 Pa
9810 Pa
19620 Pa
68670 Pa
34HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
9810 Pa
9810 Pa
19620 Pa
PH due to benzine 51796.8 Pa
68670 Pa
35HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
9810 Pa
9810 Pa
19620 Pa
PH due to benzine 51796.8 Pa
68670 Pa
61606.8 Pa
36HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
9810 Pa
9810 Pa
19620 Pa
PH due to benzine 51796.8 Pa
68670 Pa
61606.8 Pa
37HydrostaticsHydrostatic laws - Example
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
9810 Pa
9810 Pa
19620 Pa
PH due to benzine 51796.8 Pa
PJ due to benzine 77695.2 Pa
68670 Pa
61606.8 Pa
38HydrostaticsHydrostatic laws - Example
-16088.4 Pa
PF due to water 49050.0 Pa
PG due to water 58860.0 Pa
9810 Pa
9810 Pa
19620 Pa
PH due to benzine 51796.8 Pa
PJ due to benzine 77695.2 Pa
68670 Pa
61606.8 Pa
39Hydrostatics Pressure Units
- Expressed in two ways
- pressure head
- the height of the free surface of a particular
liquid above the surface in question - traditional pressure units
- Pascals (Pa) Newtons/square metre
40Hydrostatics Pressure Units - Example
41Hydrostatics Pressure Units - Example
42Hydrostatics Pressure Units - Example
43Hydrostatics Hydrostatic Pressure on Surfaces
- A fluid in contact with a solid surface will
exert a force on every small area of the surface.
- The total pressure on the surface can be
represented by a point force equal to the product
of the pressure on the small element and its area.
44Hydrostatics Hydrostatic Pressure on Surfaces
- The point at which this force must act is the
centroid.
45Hydrostatics Hydrostatic Pressure on Horizontal
Surfaces - example
46Hydrostatics Hydrostatic Pressure on Horizontal
Surfaces - example
47Hydrostatics Hydrostatic Pressure on Horizontal
Surfaces - example
AreaBase 6.0m2
48Hydrostatics Hydrostatic Pressure on Horizontal
Surfaces - example
AreaBase 6.0m2
49Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
50Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
F
51Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
F
52Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
F
- ICG formula for common shapes
53Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
F
54Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
55Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
56Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
57Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
58Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
59Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
60Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
61Hydrostatics Hydrostatic Pressure on Inclined
Surfaces - Example
62Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
- When the surface is not horizontal it can be
shown that the hydrostatic force on an immersed
plane surface is the product of the surface area
and the pressure at its centroid - F ApG
- where F is the magnitude of the force, A is the
surface area of the immersed surface and pG is
the pressure at the centroid
63Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
- Formula to calculate the pressure at the centroid
Where hCG vertical depth to the centre of
gravity (or centroid) of the immersed surface
64Hydrostatics Hydrostatic Pressure on Inclined
Surfaces
- the position of the centre of pressure of an
inclined surface.
- where yCP is the depth to the centre of the
pressure measured along the inclined surface (not
vertically), yCG is the depth to the centre of
gravity of the surface measured along the
inclined surface and ICG is the second moment of
inertia of the immersed surface about its
horizontal centroidal axis.
65Hydrostatics Hydrostatic Pressure on Surfaces
- A fluid in contact with a solid surface will
exert a force on every small area of the surface.
- The total pressure on the surface can be
represented by a point force equal to the product
of the pressure on the small element and its area.