Lec 5. Land Partitioning and Surveying.
�Surveying & Land Partitioning.
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Surveying is basic
method of determining locations of features represented in a GIS can now be
digital using total stations and GPS.
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Land partitioning is
the means by which property ownership patterns are established. It can be
systematic or hap-hazard.
Surveying history.
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Started by Romans to
define land ownership
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taxes were finincial basis of Roman Empire). Also used in China and Europe
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America Long and glorious history. Property ownership needed to be defined to
settle and develop unclaimed lands.
Geodetic control surveys:
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Designed to establish
where locations are on the earth.
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Done relative to some
other feature.
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In past based on
shore-lines, buildings, trees, etc.
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Now can be determined
relative to satellites.
- Plane Surveying:
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Plane surveying
assumes that the earth is not curved and that all locations are relative to
some starting point.
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To allow repeated
surveys to have the same starting point, a monument, typically a brass or
aluminum cap is set in concrete of cemented into surface rock.
Triangulation:
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Used approach of
measuring direction (compass bearing) and distance between two points, then
distances and bearings to a second point and finally measuring distance and
bearing� back to the starting point.
Trilateration:
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Uses infrared or� laser technology to determine distances and
angles more accurately than chain, triangulation concept still used to
determine relative locations.
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Modern total
stations use trilateration as well as measure elevation using digital
technology to calculate angles and height differences.
GPS Surveying:
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Today global
positioning systems (GPS) technology allows absolute rather than relative
determination of position on globe.
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This has
revolutionized basic mapping processes by allowing greater speed.
Land Partitioning Systems:
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Land partitioning
refers to dividing land up into manageable units. There are systems designed to
provide locational information such as latitude and longitude and to track land
ownership such as the U.S. Public Land Survey System.
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Also several systems
are used to determine both location and property boundaries. These include the
Universal Transverse Mercator (and related Military Grid) systems and the State
Plane Coordinate systems.
Land (cadastral) partitioning� systems:
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Cadastral systems have evolved over time. The Romans were
systematic and arranged property lines on a square grid called a cadastre to
keep track of property taxes owed the Emperor. (The results can be seen
in land ownership patterns in many parts of Europe to this day).
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The English being
essentially barbarians had a more haphazard land ownership system with large
areas of undefined �common� lands, this came to America & most of 13
Colonies.
Metes and Bounds:
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A surveying and land
partitioning system based on the distance and bearing from monuments
(typically� natural features) is a metes
and bounds survey method.
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Basically distance
and bearing from a starting point around the perimeter of a property were
defined.
Example of Metes and Bounds:
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�Starting from the
nail in the trunk of the old oak tree next to the bridge where Four Notch Road
crosses boggy creek go 34 degrees east of north for 150 feet, then 36 degrees
west of south for a furlong tell you reach the edge of the swamp then 10
degrees east of south for a chain and 6 feet to the top of the hill, then�.�.
The disadvantages of metes and bounds:
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Errors due to
difficulty with compass accuracy, line of sight problems, change in features
over time, all cause major problems�
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Streets (which
generally follow property lines), lot lines and general lay-out of communities
is jumbled, a �crazy quilt� that causes many problems.
So in 1785...
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Dividing and
allocating the large areas added to the USA after independence caused founding
fathers (several of whom were surveyors by training) to gradually adopt a
orthogonal (square) grid system.
� Starting in 1785 this systematic method with
variations became the U.S. Public Land Survey system.
PLSS Details.
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System uses a series
of 34 principle meridians and baselines from which, at 6 mile intervals, square
zones extend north south and� east and
west.
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The east-west zones
are called townships and the north-south zones are called ranges.
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Within each square
defined by a combination of a township and range are 36 sections of one
square mile in area.
Section Division: ������� �����������
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Each 1 square mile
(640 acre) section is subdivided into 4, 160 acre quarters: Northwest,
Southwest, Northeast and Southeast�
These are then further subdivided into�
40 acre quarters..
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Most lots are either
320, 160 (the size of a homestead), 80, 40, 20, 10,16,8,5,4,2,1,1/2 or 1/4 acre
in extent exactly.
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�All lot lines are orthogonal and aligned to
north. Discrepancies are minor as are job opportunities for surveyors and real
estate lawyers.
Extent of PLSS:
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PLSS covers the
entire U.S. except for:
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The original 13
colonies, Tennessee, Kentucky, Maine.
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All of Texas.
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and small parts
of� Louisiana, Florida, Ohio, New Mexico
and California.
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The areas outside the
PLSS system are said to be Aun-systematic@.
Other Exceptions to PLSS:
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Within the areas of
U.S. subject to PLSS there are some exceptions:
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Wilderness areas.
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Breaks and meander
lines areas where natural features have interrupted system (rivers, the Grand
Canyon),
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�Patented mining claims.
Example of a PLSS property description:
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�The northeast
quarter of the north-west quarter of the south-west quarter of the south-east
quarter of the north- west quarter of section 26, township 14 east, range 26
south, Indian Meridian (Oklahoma).�
Texas as a special case:
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Texas has no public
land� hence it is outside of PLSS (only
state outside original 13 colonies with no public land).
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Texas� had at least five contradictory unsystematic
land partitioning methods and one systematic (Texas only) method in operation.
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Blame the Mexicans
and preoccupation of early Texas Government with other issues.
Texas methods include:
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Spanish royal rancho,
pueblo and mission land grants, Mexican period colonies (League system),
Spanish and Mexican �Long Lots�,� Metes
and Bounds, Railroad oriented system and orthogonal section based grid system.
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Only in Panhandle and
West Texas is a rational section based orthogonal grid system in place.
Lec 4. Geodesy &�� Land Measurement & Navigation.
Geodesy
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Geodesy is the study
of the shape of the earth.
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Geodesy is an
evolving science originally using on land and sea based measurements now using
space based measurements.
Significance of Geodesy:
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Geodesy is important
to cartography because in order to map things covering any substantial portion
of the earth taking the shape of the earth into account is essential.
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Geodesy is also
useful in navigation & earth science.
The shape of the earth.
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The earth is not
round rather it is a flattened ellipsoidal shape. This shape is unique and
called a �geoid�
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The earth has a
circumference slightly greater than 24,000 miles it also has north and south
poles and a north magnetic pole
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Magnetism of earth is
important to use of compasses.
The Geoid:
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The earth is not a
totally smooth surface. The earth is pretty smooth relative to its diameter.
The total variation of elevations over the earth is minor as a %. Total
elevation variation is 65,000 feet, compared to a diameter of 41,000,000 feet.
About 1/10th of 1 %.
Ellipsoids:
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Rotation of the earth
causes a bulge around the middle and flattening at the poles. The flattening is
about 1/3 of 1%.
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In order to use GPS
or GIS accurately, this information must be recorded.
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There are several
ellipsoid formulas, the WGS 80 and Clarks 1866 are among the most
commonly used.
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Global Locational systems:
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Latitude and
longitude:
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Poles of rotation and
the equator provide starting points for system.
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Royal observatory in
Greenwich England is the other location key to the system.
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Uses Degrees,
Minutes and Seconds to describe locations.
Lines of longitude or meridians:
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Are great circles
(lines encircling the earth that cut the earth into two equal hemispheres)
passing through the poles. The Prime Meridian is the line passing through
Greenwich. Meridians are numbered from 0 to 180 degrees east and west with the
180 th meridian being on the opposite side of the earth from Greenwich.
Lines of Latitude or Parallels
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Are the second set of
locational lines needed. The equator is used as a starting point, a series of
small circles (lines encircling the earth that divide the earth into unequal
halves) north and south from equator are formed. Lines of latitude are numbered
from 0 to 90 degrees north and south with 90 degrees being at the poles.
The Graticule:
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The pattern of
parallels and meridians defines a grid called a graticule.
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The meridians
converge at each of the poles.
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The size of the grid
cells is largest at the equator and the zones are square. At the poles the
zones are smallest and most triangular.
Applications of geodesy:.
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Everest and the
survey of India:
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The Indian
sub-continent was surveyed by Everest starting in 1860�s.
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Height of Mount
Everest determined relative to sea level on Arabian sea.
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Only recently was
Everest proved highest peak.
Measuring the Earth:
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In order to track the
actual size of the earth or features on it, a surveying process called triangulation
was used previously. Now GPS is becoming dominant.
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Triangulation
networks were constructed starting at known points and measuring bearings,
distances and elevation differences �over lines of sight.
Circumference of the earth.
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Determined by Earatosthenes
an Alexandrine Greek who used correspondence of shadows cast by sun at
different points on great circle of earth to estimate circumference in 200 BC
to about 2% of correct figure.
Measurement of distances
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Pacing.
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Chain.
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Now tape.
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Pedometer.
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Protractor.
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Optical rangefinders.
Measuring height.
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Rather than use a
series of level measurements, the inclination of a sighted object and
trigonometry can be used.
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This is principle of
inclinometer and incorporated in theodilite and total station surveying
instruments.
Measuring elevation and altitude.
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Measuring elevation
elevation is height relative to some other point.
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Altitude is elevation
relative to Sea Level.
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Leveling can be used
to determine elevation.
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An altimeter
measuring barometric pressure can measure altitude.
Determination of orientation.
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Using a compass
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Using other methods.
Compass principles.
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Based on weak
magnetic field of earth.
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Magnetized objects
will align their positively magnetized end toward the north magnetic pole.
Parts of the Compass
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Orienteering compass with clear base and liquid filled capsule and
floating needle plus
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�Rotating bezel is standard compass today.
Use of compass alone
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Decide on direction
you want to go (say to the northwest)
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Rotate compass housing so that north-west mark meets the direction of
travel arrow.
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turn yourself until compass needle is aligned with the lines inside the compass
housing. You are now facing North-west.
Use of compass & map
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Most maps have a
north arrow and convention is for top of map to be true north.
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Compass must be
placed on the map (a transparent body helps) and aligned from starting point to
destination.
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Then rotate first
compass then map to align.
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Follow direction of
travel arrow on compass.
Types of compasses.
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Floating card.
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Gimbaled.
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Surveyors
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Orienteering
Magnetic declination
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Since the Earth�s
magnetic pole is not at the north pole there is an error in all compasses.
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The closer to the
north pole the greater the error (North of magnetic pole compasses indicate
south is north)
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The magnitude of
error is called a declination and is figured in degrees.
Other methods of determining orientation
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Moss method
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Celestial method.
Applications of geodesy
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Orienteering
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Navigation
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Study of plate
tectonics
Navigation.
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Four types of
navigation:
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1. Using landmarks
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2. Using dead
reckoning
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3. Celestial
navigation
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4. Electronic
navigation.
Navigation with landmarks.
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Required mariners to
cling to coastlines.
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Could allow long
voyages in short hops.
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Vikings used this
method to discover the New World 500 years before Columbus did.
Dead Reckoning or the determination of
rate of travel.
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Dead reckoning
requires determination of direction and rate of travel. With a known starting
location and a series of distance and direction data stored in a log and marked
on a chart a mariner could safely arrive at the intended destination.
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Rate of travel
requires measurement of time and velocity.
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To measure velocity
the �log and line� was heaved over the side.
Celestial Navigation
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Navigation based on
position of sun (usually elevation above horizon at noon) and stars/planets
such as Polaris or Venus in the night sky.
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Required care,
instruments and tables of formula including trig metric functions.
Determination of latitude.
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Based on elevation of
sun or stars above the horizon.
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Date and time of
sighting must be known.
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Navigational table
used to determine latitude.
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If overcast will not
work, if ship is pitching too much angle of elevation cannot be determined.
Determination of longitude
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Importance. With only
latitude position could be anywhere along a line.
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Noon� (based on sun position) is compared with
time on a chronometer (an accurate clock) set to the time of a place with a known
longitude (like Royal Observatory in Greenwich).
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Requires clock
accurate to about 1 second a month. At sea clocks were very in-accurate.
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Problem solved by
Harrison.
Navigation today.
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Today navigation is
electronic besides GPS to determine absolute location other technologies
include:
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Gyro compasses for
bearing and speed.
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Radar for weather and
obstructions
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Sonar for subsurface
features.
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All combined in a GIS
based� ship management system
Charting.
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From measurements of
latitude and longitude and observations of coastlines, currents and other
features navigators were able to develop increasingly accurate charts.
Orienteering.
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Popular sport.
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Uses compass,
topographic map to find hidden objects or go to specified placed
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Can be a very rugged
sport if timed and traversing rough terrain.