13: Field Data Collection Flashcards

1
Q

Other types of field data

A

borehold logs
door to door surveys
water quality
climate data

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2
Q

What is surveying?

A

Process of taking measurements and performing calculations to quantitatively define the spatial location of a series of points and therefore define the shape of a given landscape, feature or structure

alternative: taking field measurements to digitise the environment

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3
Q

Field survey methods

A
Tape & graduated staff
Abney level
Quick-set level
GPS
Total station
LiDAR
SfM
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4
Q

Typical surveying applications in geography

A

Coastal geography - how do coasts adapt to weather and climate events, how does sea level change?
Straight line transect (beach profile) compared year to year

Topographic survey - digital elevation model

Kinematic study - glacier or landslide movement

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5
Q

Precision vs accuracy

A

Precision - more repeatable
Accuracy - closer to the true value

Often in surveying higher precision is better than higher accuracy as all points can be adjusted for the same offset

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6
Q

Absolute vs relative accuracy

A

Absolute/real world accuracy - accuracy in relationship to an established coordinate system using LINZ benchmark network

Relative
-accuracy in relationship to an arbitrary local reference

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7
Q

Absolute vs relative accuracy

A

Absolute/real world accuracy - accuracy in relationship to an established coordinate system using LINZ benchmark network

pro: easier for someone else to take their own measurements from the same benchmark to compare
con: can be harder to have access to one if working in remote areas

Relative

  • accuracy in relationship to an arbitrary local reference
    pro: useful if you want to get detailed in a small area that might be dynamic or far away from a benchmark, you might setup your own benchmark
    con: not easy to compare with others
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8
Q

Benchmarks

A

Reference points

  • should be stable and durable
  • easily found
  • position in good view (area, sky, high point)

Vital to monitor change or establish absolute position

Ideal surveyed (NZTM) and publicly listed (LINZ)

  • several levels of accuracy
  • some instances ok if not surveyed (relative change)

Two BMs close by can help accuracy of transects

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9
Q

Surveying constraints

A
  • time vs spatial resolution / extent
  • safety
  • productivity and accuracy
  • physical conditions and methods used
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10
Q

Maximising data quality

A

-reduce sampling where slope is uniform

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11
Q

Maximising data quality

A
  • reduce sampling where slope is uniform
  • increase sampling where slope is changing
  • always think: how will this look if plotted on a computer
  • goals should always inform sampling decisions
  • use site diagrams/photos to check your completed results
  • safety should never be compromised
  • use of non-contact methods for unsafe spots
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12
Q

Sources of GPS error

A

Obstruction - trees, buildings, mountains

Multipath - could get a signal that has bounced off something else

Satellite geometry - PDOP (position dilution of precision) poor satellite positioning/angular resolution when satellites are too close together

Atmospheric - delays the signal

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13
Q

What is in a GPS signal?

A

L1 carrier
Code
Navigation message
-Almanac: schedule for satellites so the GPS unit calculates position faster
-Ephemeris: control station positioning of satellites

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14
Q

What is in a GPS signal?

A
L1 carrier
Code
Navigation message
-Almanac: schedule for satellites so the GPS unit calculates position faster
-Ephemeris: control station positioning
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15
Q

Defining GPS accuracy

A

autonomous <15m
67% confidence interval
value stated for horizontal
vertical accuracy is 2-5x worse

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16
Q

Post-processed differential correction

A
  1. setup a base station with survey total station over a known benchmark
  2. can check error by looking at how far off our measurement is from the known location (offset)
  3. apply the same offset to measurements taken with the rover at the same time

can apply in real time or post-processing

17
Q

Types of GPS

A

Autonomous (15-5m)
D-GPS code correction (2m)
D-GPS carrier correction (0.2m)
Survey grade (>3mm)

18
Q

Feature logging

A

Can record point, line and area features in real time. You can record attributes about them at the same time as well.

19
Q

What is LiDAR?

A

Laser Distance and Ranging
Airborne and terrestrial

A laser sends out a beam and is connected to other sensors: pitch, heading, inclination + survey grade GPS

Pros: possibility of multiple returns (can filter out vegetation)
Fast with millions of points and cm/mm accuracy

Cons: very expensive!!

20
Q

What is a total station?

A

Combined Theodolite & EDM (laser)

Theodolite measures angles, laser measures distance (Slope distance), from these can use algebra to work out vertical and horizontal distance

Excellent accuracy (cm/mm) and precisions but can be slow

Typical works with a mirror or prism

21
Q

What is SfM?

A

Structure from motion photogrammetry

computer modelling technique that reconstructs 3D geometry of feature or landscape from a series of 2D images taken while moving through/around a feature

  1. feature recognition
  2. aligns like points between images
  3. uses math algorithms to determine location of camera and relative positions of identified points
  4. with basic geometry established, many more feature points are identified
  5. builds a 3D surface using a TIN & overlays imagery
22
Q

SfM model accuracy

A
  • accuracy before geo-rectification has no scale
  • blurry/smeared things
  • can’t interpret tops of trees
  • wobble from shadows
  • spike points
23
Q

Key points for GIS

A

when collecting data:

  • use a method fit for purpose
  • consider goals carefully before
  • follow methods closely to avoid extra error

when using existing data:

  • be aware of how it was collected - is it fit for purpose?
  • ensure presentation doesn’t overstate accuracy