✨ Surveying Instructions
55
plain convenient for chaining end of not
less than 2 to 2½ miles in length. As the
accuracy of the succeeding work depends
upon this initial measure, especial care and
attention is directed to the line being quite
straight and clear of impediments in the
lay of the chain, to the expansion or con-
traction of the chain due to temperature,
and to its stretch during measurements.
Standard length of chain, and its adjustment to 62° Fahr.
- Previous to commencing the measure-
ments a standard length of a chain should
be laid down by marks between two blocks
firmly let into the ground at a distance
equal to the length of the standard chain
when adjusted to a temperature of 62°
Fahrenheit (the standard of British impe-
rial linear measures), making an allowance
for expansion or contraction of 0.0000065
being that to be adopted of iron on unity
for every degree of Fahrenheit above or
below 62°.
Method to be observed for the measurement of the Base Line.
- The measurements may be made
with the ordinary steel chain, which, when
once adjusted, or nearly so, to the standard
length laid down as above directed, should
not be re-adjusted until the whole of the
measurements are completed. The chain
is to be tested with this standard length
before and after each measurement (noting
temperature) and its stretch carefully re-
corded. During measurements it should
have a tension equal to 20lbs, as indicated
by a spring balance, and its extremes are
to be marked upon boards fitted for the
purpose with pieces of lead let into the
upper sides, and with spikes underneath
to fasten them firmly in the ground. Va-
riations of temperature during measure-
ments should be observed.
Amount of error to be admissible in the measurement of the Base Lines.
- The base line should be measured
at least three times and if well executed
the amount of error need not exceed three
inches for every hundred chains of its
length. Appendix A furnishes examples
illustrating the measurements of the base
lines on the Wharekaka and Opaki plains.
Note.—If the base line lies elevated
above mean sea level a reduction is neces-
sary. Log. reduction in feet—Log. length
of base in feet—Log. height above sea
level — Const. Log. 2.68009.
Selection of Stations.
- The stations are to be selected upon
the highest and most commanding hills
whenever practicable, but if by reason of
bush or other impediments this is not so,
then care must be taken that their positions
secure an unobstructed view of the
stations in advance. The network of
triangles ought to be so arranged as to form
a succession of polygonal figures, hexa-
gonal being the most convenient, and as nearly
equilateral as circumstances will permit.
This however being difficult in practice,
the rule to be observed is that no triangle
for extension should contain angles less
than 30° or more than 90°. Efforts
should be made to obtain the bearings of
both diagonals when the triangles arrange
themselves in quadrilaterals, as is some-
times the case where the breadth of open
country is limited.
Stations to be marked with boxes or blocks of totara, and with an iron peg, and to have piles or mounds raised round them.
- An excellent and also an economical
method of marking the centre of the sta-
tions is with boxes made of the heart of
totara or other durable wood, into which
the pole of the signal flag is inserted.
These should be let into the ground pre-
vious to commencing the observations for
bearings. In distant parts of the country
it will be sufficient to place a sawn totara
block 2 feet long and 6 inches square. An
iron peg of the usual Government pattern
is also to be placed at the station in case
of accident from fire. To render the sta-
tions more easily distinguishable a pile of
stones or a mound of turf about five feet in
diameter at the base, and five or six feet in
height is raised round the station.
- Top left: 2' 6" x 3 1/2"
- Top right: 6"
- Bottom left:
- Black: 8"
- White: 6"
- Bottom right: Diagram of station setup
- δω
- 1' 6"
- 5' 0"
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Instructions for Surveyors
(continued from previous page)
🗺️ Lands, Settlement & SurveySurveying, Triangulation, Base Line, Stations, Measurement, Chain, Temperature, Accuracy
Wellington Provincial Gazette 1869, No 10