Surveying+Spatial Issue 105 June 2021

Page 11

A relic of the past, or a beacon for the future? Anselm Haanen, Surveyor-General, and Nic Donnelly, Manager Positioning at Toitū Te Whenua Land Information New Zealand

S

urveyors may have heard that some promi-

was not necessary to install targets over the marks

nent trig beacons have been removed or are

each time they were used.

proposed to be removed at a few sites around

The introduction of electronic distance measuring

the country.

reduced the dependency on pure triangulation,

Some have expressed concern about the removal of beacons and noted that the beacons are one of the few tangible and enduring artefacts that the public

although the beacons were still needed for theodolite observations. However, the biggest change came with the introduction of GNSS technologies.

associates with surveyors.

Survey control marks no longer had to be placed

In many cases they represent the history of sur-

where they were visible over long distances, usually

veying in the area, and sometimes are associated

on the highest points, and beacons were not

with the early pioneer surveyors.

needed for making GNSS measurements.

Surveyors have also indicated they still

GNSS is now used for almost all control

use many of these beacons, and many New

surveys, which are now focused on establish-

Zealanders enjoy using them as reference

ing a dense network of readily accessible

points, including when interpreting maps.

marks – the vast majority without beacons.

The original purpose of trig beacons

Today, surveyors mainly use beacons

was to support triangulation – they

on prominent high points to orient their

reference the ‘trig stations’ under-

surveys, or to check their orientation

neath them.

by comparing the calculated bearing

The national survey control net-

with the orientation obtained from

work was built by triangulation

other means.

from various baselines around

This demand is likely to de-

the country, particularly for

crease over time as theodolite

the development of New

observations diminish and

Zealand Geodetic Datum

GNSS and other technolo-

Beacon Type

1949. The permanent beacons supported the triangulation, as well as other surveys, as it

Number

Two-metre beacon Wooden

22

Metal

585

Unspecified

3780

Four-metre beacon Wooden Metal Unspecified Non-standard beacon TOTAL

Total

gies become increasingly

4387

accurate, reliable and usable in different environments.

1419 245 33 1141 71

71 5877

Types and numbers of beacons. Most of the ‘unspecified’ two-metre beacons are metal and most of the ‘unspecified’ four-metre beacons are wooden.

SURVEYING+SPATIAL

Issue 105 June 2021 9


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