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Techniques : 3D Trilateration 

The Direct Survey Method (DSM) is three-dimensional trilateration.  In this method distance, depth and position measurements are used to compute the positions of control points and features. Direct tape measurements are made between control points and features irrespective of their depth and a relative depth measurement is also required for each point.  This is the main survey method supported by Site Surveyor 2.

Unlike the other techniques this method needs a computer program to process the measurements. The programs not only calculate the positions of the points but also calculate how well you know those positions so you can see immediately whether your survey meets the requirements of the research design.

Making direct tape measurements between points is much simpler and more accurate than the alternative, attempting to get a 3D position from horizontal tape measurements and a plumb bob. A very high degree of accuracy can be achieved using DSM, this is the most accurate and reliable of the techniques which use tape measures. A good point position computed using DSM is accurate to 20mm however this is totally dependent on the accuracy of the control point network.

Method

Install the control points on the site:

  1. Make tape measurements from each point to at least four other points nearby.
  2. Measure the relative depth of each control point
  3. Put the measurements into Site Surveyor and run the adjustment to compute the positions
  4. Repeat any measurements as required and re-compute positions
  5. Fix the position of the control points in Site Surveyor

Position artefacts and structure:

  1. Mark or record the points on each feature to be positioned.
  2. Measure from the four nearest control points to each point on the feature
  3. Measure the relative depth of each point on the feature
  4. Put the measurements into Site Surveyor and compute the positions
  5. Repeat any measurements as required and re-compute.

Recommendations

  • Place a ring of primary control points around the outside of the site
  • Use as few points as possible for the primary network
  • Primary control networks should be circular or elliptical not pointed.
  • Mount primary and secondary points high up so they have a clear line of sight to at least four other primary points
  • Locate points clear of kelp and weed to avoid snagging tape measures
  • Place the points in obvious locations so they are easily found
  • Make tape measurements to at least four other points
  • Measurements between control points should form a set of braced quadrilaterals
  • Distance measurements between points should ideally be less than 15m
  • Make a depth measurement at every point
  • Treat groups of artefacts more than 30m apart as separate sites if required.
  • Make repeat and check measurements
  • Use least squares to adjust the measurements
 

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