key definitions - ES Flashcards

(40 cards)

1
Q

engineering surveying

A

a collection/ record of data relevant to site and/ or project

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2
Q

geomatics

A

the science and study of spatially related information

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3
Q

hydrographic surveying

A

a sub-element of geomatics

science and study of underwater features e.g, mapping coastlines and seabeds

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4
Q

photogrammetry

A

a sub-element of geomatics

science of acquiring measurements and data from aerial photographs e.g. topography, distances, angles etc.

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5
Q

remote sensing

A

a sub-element of geomatics

using EM energy to interact with matter to study geological formations, mineral deposits, climate change etc.

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6
Q

cartography and visualisation

A

a sub-element of geomatics

accurate scaled maps of a site - conventional surveying - now combined with 3d visualisation technology

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7
Q

GIS - geographic information systems

A

a sub-element of geomatics

developing the software and hardware require to process and gather relevant data

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8
Q

engineering surveying

A

a sub-element of geomatics

any survey work in conjunction with construction

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9
Q

polar co ordinates

A

form: r and theta
r = distance from known point to P
theta = angle between “initial line” and OP

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10
Q

rectangular co ordinates

A

x and y co ordinates

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11
Q

OS

A

Ordnance survey - standard maps widely used in surveying

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12
Q

GNSS

A

Global navigation satellite system - geo-positioning location system

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13
Q

plane of collimation

A

plane parallel/ containing the line of sight

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14
Q

datum

A

reference level/ point

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15
Q

reduced level

A

height of a point relative to a chosen datum

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16
Q

TBMs

A

Temporary/ Transferred Bench Marks - set on stable ground area of site

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17
Q

OSBMs

A

Ordnance Survey Benchmarks - reduced levels above an ordnance survey datum e.g. sea level

18
Q

parallax

A

observed displacement of an object caused by the change in observer’s point of view

19
Q

change point - leveling

A

where the instrument is moved in between the fore sight and back sight reading

20
Q

angle measured against z axis

21
Q

vertical axis - angles

A

directly perpenducular to line through the target

22
Q

trunnion axis

A

perpendicular to vertical axis (line of sight)

23
Q

line of collimation axis

A

through the line of vision through the total station

24
Q

detail surveying

A

process of adding features to a control network to provide graphical representation

25
selective vs non-selective surveying
choosing which points to survey working from initial control points images recorded from per-established control points
26
setting out
"reverse surveying" immediately prior to site construction
27
primary and secondary controls (give examples)
accurate benchmarks and datum references from control network vs baselines, offsets and grids derived from the primary controls
28
MBMs
Master Benchmarks
29
low divergence lasers
fine cross-section lasers which don't split off/ diverge at long distances
30
LASER
Light Amplification (for) Stimulated Emissions Radiation
31
sub-parallels
the lines 180km (parallel rings) either side of the central meridian which have the projection scale factor of 1
32
space segment - composition
6 orbits at 55° incline 3.9km/s orbit speed
33
control segment - composition
contains the MCS - master control system where all information is relayed and processed e.g. accuracy offset
34
Kepler's first law
the area swept by any planet across a specific time period is always the same as another (in elliptical orbits)
35
Newton's law of gravity/ attraction
F(attractive) ∝ Mm or ∝ 1/D D = separation
35
low dilution of precision
many satellites observed at high elevations to preserve accuracy and reliability
36
ionosphere and troposphere
50-1000km and 0-10km
37
left hand angle
mean forward circle reading minus mean back circle reading
38
pseudo range (GPS)
time taken for satellite signal to reach reciever
39
multi-path
error caused by a signal reflecting off a nearby surface