Techniques : Offsets and
Ties
Offsets and ties are simple survey techniques that require
two divers. The first step for both methods is to set out a straight line
through the centre of the area to be recorded, this is called a baseline.
Distances are measured from this baseline to features on the site using a tape
measure or measuring rod. To position using an offset a single measurement is
made from the feature to the baseline, meeting where the offset measurement is
at right angles to the baseline. To position using ties, two or more
measurements are made from the feature to two or more separate points on the
baseline.
Offsets and ties can be used for assessment surveys over
large areas or for picking up detail in recording surveys. The position accuracy
of offsets is limited, it is difficult to estimate the right angle to be
measured at the baseline and setting it out correctly would be very time
consuming. If improved accuracy is required then an alternative technique should
be used.
Because of the problems in measuring a right angle for an
offset, ties should be used where the feature is further than 3m from the
baseline and an accurate position is required. A problem that affects both
methods is that long baselines can move sideways and do not provide a fixed
reference for the offset or tie measurements.
Additional tie measurements made to each feature can be used
as checks on other ties or offsets. If more than one point on an object is
positioned then it can be oriented on the plan, if the length of the object is
also measured then this can be used as a check measurement.
The offsets and ties techniques are recommended for use in
confined areas such as in rock gullies or within ship structure.
Offset Method
- Set up two control points on site, through the middle of the area to be
recorded ensuring a clear line of sight between them.
- Lay a tape measure between the two points, ensure that the tape is at the
correct tension.
- Ensure each point is securely fixed, as it will be pulled on by the tape
measure.
- One diver visits each feature and holds the free end of the tape measure.
The other diver records the distance from the feature to the baseline and
the distance along the baseline, where the tape crosses the baseline at
right angles.
- Record the depth of each feature and seabed type at the same time.
- The right angle point can be found by swinging the tape measure and
finding where the distance is the shortest, see figure X.
- Note which side of the baseline the feature is located.
- The distance from the control point should be limited to 10m for
assessment surveys, with this method position accuracy reduces with
distance so keep the measurements short.
- In poor visibility it may be useful to have a second diver swim up and
down the tape to ensure that it is not snagged.
Ties Method
- Set up two control points on site, through the middle of the area to be
recorded ensuring a clear line of sight between them.
- Lay a tape measure between the two points, ensure that the tape is at the
correct tension.
- Ensure each point is securely fixed, as it will be pulled on by the tape
measure.
- One diver visits each feature and holds the free end of the tape measure.
The other diver records the distance from the feature to two points on the
baseline.
- Note which side of the baseline the feature is located.
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- The distance between the points on the baseline should be roughly the
same as the distance between the feature and the baseline.
- The angle of the tapes at the feature should be between 30°
and 120° , this is known as the angle of cut.
- Record the depth of each feature and seabed type at the same time.
- The distance from the control point should be limited to 30m for
assessment surveys.
- In poor visibility it may be useful to have a second diver swim up and
down the tapes to ensure that they are not snagged.
Drawing up
Drawing up a plan view based on the offset and tie
measurements requires a scale rule, pair of compasses and a set square.
If drawing on paper:
- Select a suitable scale for your drawing.
- Draw the baseline to scale on the plan, label the points at each end of
the baseline.
- For each feature, mark off the distance measurements along the baseline to
scale.
- For an offset measurement, draw a line at right angles to the baseline on
the correct side of the baseline using the set square. Set the compasses to
the offset measurement using the scale rule and strike off the distance
along your offset line, this is the position for your feature.
- For a tie, set the compasses to the first measurement using the scale rule
then strike an arc on the paper on the correct side of the line. Set the
compasses to the second measurement and strike a second arc through the
first. The feature can be plotted where the arcs cross.
- Add the names for the features, a scale and a north arrow to the drawing.
Offset points can often be roughly drawn up underwater. The advantage of
this is that subtle details can be added and errors spotted while it is
possible to fix them.
If drawing up on a computer:
- If a typical drawing program is being used then the scale does not need to
be specified.
- Draw the first control point at a convenient co-ordinate such as 500,500
to ensure all features have positive co-ordinates.
- The second control point can be drawn relative to the first, the correct
distance away. If the orientation is not known then draw the baseline
vertically or horizontally.
- For an offset measurement, draw a line at right angles to the baseline on
the correct side of the baseline.
- For ties, taking the firs tie measurement draw a circle centred around the
point on the baseline with a radius equal to the length of the tie. Repeat
this for the second tie measurement. The feature can be plotted where the
circles cross.
- Add the names for the features, a scale and a north arrow to the drawing.
If the bearing of the baseline is known then the site can be drawn in its
true orientation. Some drawing programs cannot draw lines at right angles to
other lines. In this case draw the site with the baseline horizontal or
vertical then rotate the whole survey to the correct bearing once drawn.
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