My thinking was that most people surveying would not use accurate and precise systems such as differential GPS and/or RTK. So if these systems were used to accurately and precisely locate distinct local markers (i.e. trig points, benchmarks etc.) then local surveys could potentially use these to refine/check their own surveys. This approach would still be based on community input but could be used as an approach to education (e.g. local schools involved) as to how surveying works in practice.

On 23/08/2020 12:27, SK53 wrote:
This approach has been advocated in other European countries, and the Spanish community imported all the points of the national geodesic network (e.g., for Extremadura <https://www.openstreetmap.org/changeset/6041229#map=7/39.254/-6.124>). They more or less violate the idea of OSM as something which is community contributed (IIRC each point has "DO NOT MOVE") and often interfere with objects which do need mapping (churches are a particular point). It's not clear that this import has assisted improved accuracy of mapping in Spain.

Many trig pillars are now way out of alignment and mainly of interest as an artefact. Even benchmarks might not have much relevance as OS surveying mainly uses differential GPS with reference to their own base network (OS Net <https://www.ordnancesurvey.co.uk/business-government/tools-support/os-net/positioning>). (From the OS website "Ordnance Survey (OS) benchmarks and their heights haven't been regularly maintained for over 40 years.").

OS Net is effectively proprietary, there are a limited number of open base stations for differential GPS in the UK. I do believe differential GPS (RTK) has a role to play in OSM surveying, although for specific purposes rather than generic improvement of feature alignment.

Regards,

Jerry

On Sun, 23 Aug 2020 at 10:05, Nick <[email protected] <mailto:[email protected]>> wrote:

    I have been looking at what is recorded under this tag in my area.
    I see
    that there aren't that many and those that are on OSM refer to trig
    points (see also http://trigpointing.uk/). My thinking is that if
    these
    are accurate and precisely marked on OSM then perhaps they could
    be used
    for resolving issue such as aerial imagery offsets.

    I therefore wondered if it was worth using other data under this
    tag -
    specifically benchmarks
    (https://www.ordnancesurvey.co.uk/benchmarks/)
    as there are huge numbers in the UK. If these were marked on OSM and
    their accuracy and precision verified (OS open data is to the nearest
    10m square and transforming that adds errors), they could be
    helpful in
    local surveys where they are less than accurate but also for ensuring
    that moving all nodes in an area is valid (not just to match aerial
    imagery). A possible linked organisation with data is
    https://www.bench-marks.org.uk/

    Incidentally, the benchmarks can be helpful if you need to align
    historical maps which have benchmarks shown.

    Any thoughts?


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