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8/9/2019 GPS A Guide For Users
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GPSguidea fo r users
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Fo rew o rd 1
Section 1
What is GPS? 2
Section 2
GPSapplications 4
Section 3
Choosing appropriate 6GPSequipment
Section 4
Introductory GPSconcepts 9and definitions
Section 5
GPS and accuracy 12
Section 6
Quality standards 16
Furt her info rma t io n 17
Glo ssa ry 18
Contents
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Fo rew o rd 1
As a mo dern society
w e a ll t a ke
a d va n t a g e o f
info rmat ion t echnolog ies
undreamt o f a f ew
deca de s a g o. The Globa l
Positioning System (GPS)
is one such advanced
te chno log y. GPS receiverscan b e boug ht for a
relat ively sma ll
investme nt . When placed
in t he ha nd s of a user,
they can insta nt ly a nsw er
one of huma nkind's most
funda menta l q uest ions -
w here on Ea rth am I?
Wheth er w e arebushw alking in remot e
locat ion s, an g ling in a
new f ishing hole, or fo ur
w heel driving in rugg ed
locations it is important
to b e a ble to a ccura tely
a nd q uickly det ermine
our locat ion .
Modern mapping systems
a r e no w g e a r ed t o w a r d s
the use of a dvanced
satellite navigation
syste ms. It is th eref ore
importa nt for new GPS
users to understa nd the
ba sics of th is techno log y
and how best to use it .
I com men d th is boo klet
to you a nd ho pe it helps
you keep pace w ith t he
rapid chang es in
technolog y tha t surround
us all.
John Landy, AC, MBEGovernor of Victoria
Foreword
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2 Wha t is GPS?
GPS (Global Posit ion ing
System) is a mea ns of
det ermining locat ion a nd
navigat ion.
Just a s the Inte rnet
revolut ionised the w a y
w e collect a nd d istribut e
info rmat ion, GPS has
t ransfo rmed the w ay w e
determine locations on
Earth.
Expla ined simp ly, G PS
uses a netw ork of
sa tellites (of ten ca lled the
GPS constella tion ) in
conjunct ion w ith g round-
ba sed technology to
det ermine a precise
loca t ion anyw here o n
Earth.
GPS is a vaila ble t o
everyone , is simple to
lea rn, a nd f or most
purposes it’s free.
GPS is divide d int o t hree
key segm ent s:
The spa ce seg ment is th e
con ste lla t ion o f 24
sa te llites tha t o rbit Ea rth
tw ice a d a y emit t ing
rad io sign a ls. The y a ct a
bit like a rtificial sta rs
be ca use you ca n use
th ese sign a ls a s a
reference point f orfinding locations on
Earth.
The user seg ment consists
o f a handhe ld GP S
receiver a nd th e person
operat ing it .
The t ype o f G PS receiver
a nd t he techniq ues you
use determine the
a ccuracy and na ture of
th e po sit ion it comput es.
Most ha ndhe ld GPS
receivers ha ve a relia ble
a ccuracy of a bo ut 10 to
20 metres depending on
operat ing cond it ions.
Adva nced GPS receivers
a nd t echniques ca n
provide rea l-time
a ccura cy in cent ime tres.
The control segment
mo nito rs GPS sa te llites
from g round sta t ions on
Ea rth, uploa ding
correction s a s ea ch
satellite drifts from its
original orbit due to solar
w inds and o ther sma ll
variables.
How GPS calculates aposition on Earth
GPS is ba sed on the
principle of trilateration ,
w hich a llow s you to
ca lcula te a posit ion o n
Ea rth by know ing its
dista nce from t hree oth er
known locations.
It ’s a simple ma the ma tica l
equa t ion: Velocity x
Tra vel
Time
Distance .
A GPS receiver kno w s the
velocity of a satellite
1 Wha t is GPS
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sig na l is th e speed o f
lig ht (299,792.458
kilomet res per second ).
The GPS receiver t he n
ca lcula te s ho w lon g it
to ok for the sig na l to
reach the Ea rth (travel
t ime ). By multiplying t he
time w ith th e velocity,
the receiver can calculate
the d ist a nce to tha t
satellite.
The crucia l pa rt o f th is
eq uat ion relies on a GPS
receiver ob ta ining
accurate t ime
measurements from
precise atomic clocks on
bo a rd t he sa te llites. The
sa te llite s’ orb its a re
arrang ed so a GPS
receiver can lock on t o a tlea st fo ur sa te llite s
(a l though it w ould b e
po ssible t o u se o nly
three) no ma t ter w here
you a re located on Earth.
Using the info rmat ion
sent from fo ur sa tellite s,
th e G PS receiver
de te rmines its position inth ree d imen sion s w hich
a llow s it t o calcula te its
posit ion on Ea rth.
A brief history of satellitepositioning
Many countries use satellites
to determine positions on
Ea rth. The ge neric te rm fo r
all of these satellite systems
is Globa l Na vig a tion Sat ellite
Systems or GNSS.
Altho ug h t he American
Globa l Positioning Syste m is
the most popular, the
Russia n Fede rat ion ope rat es
a similar one called GLONASS
an d t he European Union is
developing a third ca lled
Galileo .
The United Sta te s of America
(USA) started developing GPS
for military purposes in the
1970s a nd first a llow ed
pub lic access to t he
technology in the 1980s.
How ever, it w a sn’t un til 1994
that all 24 GPS satellites
w ere in place to provide t he
accuracy available today.
There a re tw o levels of GPS
services currently available –
on e fo r public use a nd
an o t h er
encrypted service
for military use.
The sat ellite s
used in the G PS
prog ram a re
kn ow n as
Navstar
(Na vigat ion
System by
Timing And
Ranging) space
vehicles.
GPS—not ‘bigbrother’
Ma ny peo ple b elieve GPS ca n
be used to moni tor thew hereab outs of people or
o b jects. This is inco rrect .
Sa tel lites have no w a y of
telling w hen a GPS receiver is
locked on to it . A GPS
receiver simp ly receives
info rmation from GPS
sa te llites, similar t o tu ning
a nd receiving a sig na l from a
radio sta t ion.
Tracking te chno log y is a n
a ddi t iona l capa bi lity tha t can
be u sed in conjunction w ith
GPS. For exa mple, th e lat est
transport security systems
use tra nsmitt ers fi t te d t o
vehicles. Ma pping soft w a re is
then used to locate t he
vehicle’s po sitio n w hile
direction a nd speed
information is transmitted toa moni tor ing centre.
Wha t is GPS? 3
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4 GPS a pplica t io ns
GPS is rapidly being
applied to a broad rang e
of a ctivities.
GPS receivers are ea sy t o
use a nd t he funct ions
the y offe r are improving
a ll th e t ime. They a re a lso
be coming less expensive.
Great er memo ry capa city
an d t he a bility to conne ct
to the Internet and
person a l com puters w ith
mapping so f tw are are
no ta bly increasing
bu siness app licat ions of
GPS. The spat ia l
informat ion GPStechnolog y can n ow
provide is also improving
the safety and efficiency
of vita l com munity
services like f iref igh t ing
a nd sea rch a nd rescue.
Around 85 per cent of a ll
info rmat ion used b y
g overnment ha s a spa t ia l
compo ne nt . The
Victorian Government
uses spa tial inf orma tion
fo r environmenta l an d
na tura l resource
ma na g ement , risk a nd
asset ma nag ement , land
a dministra t ion a nd land
use pla nning ,infra structure pla nning
a nd provision, a nd service
pla nning a nd de livery.
Industry uses GPS for
a g ricultu re, pub lic sa fe ty,
telecommunications and
asset ma nag ement .
The scient ific co mm un itya pplies it t o a rcha eo log y,
oceano graphy, w ea t her
resea rch, g eo log y, w ildlife
conservation and
environme nt a l research.
Recrea tiona l a nd sporting
users em ploy GPS fo r
activities like
bushwalking, four wheel
driving , fishing a nd
vehicula r na vig a tion.
A new g lob a l a dventure
sport , ge ocaching , ha s
even de velope d using GPS
coo rdinat es listed on t he
In terne t a t w w w.
geocaching.com.
2 GPS a pplica t io ns
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GPS a pplica t io ns 5
Precision farming
One industry that surprises
ma ny people w ith i ts
advanced use of GPS is
farming.
New fa rm machinery f it ted
w ith hig h a ccuracy
equipment al lows ‘hands
free ’ driving. Fa rmers ca n
no w precisely na vig a te
around a pa ddock w ith
‘centimetre accuracy’ when
ploug hing , seeding a nd
ha rvesting , w hich reduces
overla ps a nd g a ps. Fa rmers
can a lso d ete rmine exa ctlyw h a t par t s o f a paddock
need more fertiliser, apply
the r igh t amo unt , and
mea sure ha rvests from t ho se
areas.
Techn o log y-savvy fa rmers
can sig nificant ly save o n
seed , f ertiliser, pe sticide a nd
fu el costs. Impro vemen ts in
crop yields and profi ta bility
ha ve a lso b een reported.
Precision farming also helps
the environment because
fa rmers do n’ t need to
blan ket-spread pesticide a nd
fertilisers over entire
paddocks.
Mapping Victoria’sforests
Finding your w ay t hrough
Victo ria ’s fo rests a nd pa rks
has become much easier
tha nks to GPS.
The Depa rtment of
Susta ina bility a nd
Environment (DSE) is
a ccurat ely recording every
tw ist a nd turn an d piece of
infrastructure along the
sta te’s ma ny w a lking tra cks.
The se ma ps a re a llow ing
be t t e r m an ag em ent o f our
fo rests and pa rks, are usedby bushw a lkers a nd a re also
vital for Victoria’s
f i ref ight ing a nd prevent ion
strategies.
Image abo ve cou rt esy Victo ria
Pol ice Search and Rescue
Image below court esy of Victo r ian Inst i t ut e of Dryland
Agricul tu re Walpeup
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6 Cho o sing a ppro pria t e GPS eq uipment
When selecting a GPS
receiver, your main
con side rat ion sho uld b e
the a ctivity you int end to
use it f o r. This w ill he lp
det ermine t he complexity
of receiver you ne ed , its
a ccuracy, size, w eight a nd
relevant accessories. Forexam ple, you ma y need a
waterproof GPS receiver
tha t f its in a pocket o r
one suited fo r mapping.
The re a re hun dred s of
GPS receivers and
a ccessories to cho ose
from . Tw o ma in g roups
exist:
Basic , low cost units fo r
recreat ion a l use.
Complex , mo re expen sive
units w ith g reater
a ccura cy, w hich a lso a llow
GPS receivers to be linked
to personal computers
an d ma chinery for
comme rcia l use.
It is ad visa ble t o req uest a
demo nstrat ion from a
reta iler b efo re purcha sing
a GPS receiver. It w ou ld
a lso b e preferable to test
them in the f ield b efo re
buying.
Don’t e xpect to rely on
reta ilers fo r GPS ad vice
a nd tra ining a s th is is a
specia lised a rea . Ta lking
to experien ced G PS users
w ill provide first-ha nd
informat ion abo ut the
best equipment fo r your
a ctivity. Recrea tion a l club s
(bushw a lking , four w heel
driving or bo a t ing) areusua lly ha ppy to provide
informat ion a nd
introductory training to
ne w GPS users.
For more a dva nced GPS
activit ies and equipment,
ma nufa cturers of ten ha ve
specia lised distribut ors
w ho hire out GPS
receivers a nd provide
t ra ining and ong oing
support.
Key things to consider
Accuracy
The a ccura cy you n ee d
fro m your G PS receiver isa key facto r in t he choice
you m a ke. For exa mple, if
you a re using GPS fo r
recreat ion a l purposes,
such a s f inding a g oo d
fishing spot or
bushw a lking , an
inexpensive b a sic unit w ill
proba bly be sufficient .
Manuf a cturers a nd
reta ilers of low cost
recrea tion a l GPS receivers
often generalise about
th e a ccuracy of th eir
eq uipment – many sta te
th e ‘b est ca se scena rio’
a ccura cy level, w hich is
rarely achievab le in t he
field. Ma ny G PS receivers
3 Cho o sing a ppropria t e G PSequipment
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Cho o sing a ppro pria t e GPS eq uipment 7
a re a lso ma rketed a s
‘ma pping ’ receivers yet
only ha ve enoug h
memo ry to sto re
calculated positions.Accura te ma pping a nd
navigation needs satellite
rang e da ta w hich uses a
lot of receiver memory.
Extra memory ad ds to th e
cost o f t he receiver but
provide s a b et ter result .
Maps
You ma y think you w ill
no t n eed a GPS receiver
w ith built-in m a ps fo r
your a ctivity, bu t o nce
you b eg in using GPS,
cha nces are you’ll w a nt to
explore it mo re. Con sider
purcha sing a GPS receiver
th a t d ispla ys GPS
posit ions, to g ether w ithma ps a nd ot her spat ia l
da ta such a s ima g ery an d
la yered info rmat ion, or
one t ha t ca n be linked to
ot her ha ndheld d evices
tha t provide t hese
functions. A simple GPS
do t o n a blank screen or
a set of coo rdina tes
do esn’t provide a g reatdea l of useful
informat ion f or
inexperienced users.
It is po ssible to ha ve
specific ma pping da ta
geo-referenced fo r use on
yo ur GPS receiver. The
technolog y for geo-
referencing da ta is
evolving a ll th e time. For
more informat ion a bout
w here to get q ua lity
Victorian data for your
GPS, visitw w w.la nd.vic.go v.au.
Display
Mo st GPS receivers displa y
betw een four and six
na vig at ion screen pa g es,
an d o fte n sub-menu
pag es, w hich show things
like sa te llite visib ility a nd
sta tus, current locat ion ,
w a ypoints (or ‘ in
bet w een’ points) a nd
landmarks.
It ’s a g oo d idea t o ha ve
most o f t he informat ion
you need fo r your
pa rticular a ctivity
displa yed o n a sing le
screen – it elimina te s the
need to cont inua lly
sw itch men us. While t his
ma y seem unimportant
no w , it w ill qu ickly
become anno ying w hen
using your GPS receiver if
you can’t see a ll th e
informat ion you need at
a g la nce.
The q ua lity o f t he LCDs
(liquid crystal displays) o n
GPS receivers also va ries.
Test t he LCD in d irect
sunlig ht be fo re purcha se
to be sure you can read
it. Some GPS receivers
a lso ha ve screens tha t
rota te f rom vertica l (fo rholding in the ha nd) to
horizontal (for mounting
on a car d a sh).
Information Storage
GPS receivers can usua lly
sa ve fro m 100 to 1000
locations. Most GPS
receivers a llow you t o
na me locat ions for ea sy
ide ntifica tion la ter (eg
‘loo kout ’). This a llo w s
you to ea sily navig at e to
a po int o f interest (eg
‘ca mping g round ’) or in a
seq uence (eg ‘ca mping
g round 1’, ‘ca mping
g round 2’ etc).
Image left cou rt esy Victo ria
Pol ice Search and Rescue
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8 Cho o sing a ppro pria t e GPS eq uipment
Accessories and Software
GPS receivers ca n no w be
linked to , or a re d irectly
integ ra t ed w ith , a w ide
rang e o f o ther
eq uipmen t. This a llow s
posit ional information tobe a pplied to a w ide
variety o f a ctivities.
The m ost po pular a nd
widely available
accessories are:
- Au t o pilo t s
- Laser ranger f inders
- Dig it a l compass
- P ersona l Dig i t a l
Assistants (PDAs)
- GPS enab led mobile
phones
- Bo a tin g
instrumentation
- Chartp lo t t ing devices
- Echosounders
Basic GPS receiverchecklistIs the receiver ea sy to use?
Wha t sort o f a ccuracy w ill
you need?
Will your receiver nee d to be
wa t er pr oo f?
How sma ll doe s your receiver
n eed t o be?
How many waypo in ts w ill
you r GPS receiver sto re?
Wha t sor t of ba t te ry life w ill
you need?
Ca n th e receiver be run of f a
vehicle cig a rette lig hte r?Will you need to use yo ur
GPS receiver hands free?
Will the receiver sound a
sig na l w hen you a re moving
closer or furthe r from yo ur
t a r ge t ?
Do you need a d ig i t a l
compass?
Can your receiver be
connected to other handheldequipment that increases i ts
abilities?
How ea sy is th e LCD screen
t o r ead?
If you a re buying GPS
equipment for business
purpo ses, th e Victo ria n
Go vernment ha s produced a
more detailed GPS technical
standards publication, The
Glob al Posit ioni ng Syst em
Handbook , a vaila ble o nline
at www.land.vic.gov.au
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Int ro d uct o ry GPS co ncept s a nd d ef init io ns 9
The po pularity o f G PS
receivers has highlighted
the need fo r users to
understa nd the
limita tions of t heir
receivers.
The re a re comm on
miscon ceptions a bo utw ha t your GPS ca n
a ctua lly do . By
understa nding some key
GPS con cepts, you w ill
minimise the risk of
errors, in b ot h G PS
posit ioning a nd in the use
of a ssocia ted ma pping
products.
Som e of th e ba sic GPS
concept s you shou ld
understand are:
Datum & Coordinates
Ma ps creat ed using GPS
technolog y a re ba sed on
a reference frame o r
d a t u m. A da tum loo ks a
litt le like a local stree t
directory except w ith GPS
it a pplies to a coun try or
the e nt ire surface of t he
Earth.
There a re man y da tums
used a round the w orld .
The mo st re cog nised
g lob al da tum is WGS84(th e World Geodet ic
System), established in
1984, w hich is w ide ly
used f or ma rine a nd
aeronautical activities.
How ever, mo st coun tries
have their ow n da tum,
w hich is spe cifica lly
designed to bet ter f i t the
shape o f t he ea rth inthe ir locat ion , and is
updated t o a ccount for
cont inenta l drif t an d
ot her varia t ions.
In Austra lia , mo st m a ps
create d by go vernment
agencies use GDA (t he
Geocent r ic Datum of
Austral ia ).
Most Austra lia n m a ps
de veloped be fo re 2000
use AGD (the Aust ra l ian
Geodet ic Datum ) . This
da tum w a s superseded b y
GDA. The re is, roug hly, a
200 metre difference
be tw een these tw o
datums.
To a void a po ssible 200
metre discrepancy, you must
ensure t ha t your GPS receiver
a nd t he ma ps you a re using
(w het her in t he receiver
itself, o r pape r map s you
refer to) ha ve the sa me
datum. For consistency, and
to minimise t he po tent ia l for
errors, you sho uld use G DA.
4 Int ro d uct o ry GPSco ncept s &def init io ns
M aps using
GDA carry th is
logo
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10 Int ro duct o ry GPS co ncept s a nd def in it io ns
Ba sic GPS rece ivers w ill
d ef a ult to WGS84. The
posit iona l differences
calculated using WGS84
and GDA is minimal (in2004 this w a s ab out 0.7
met res a nd increasing by
0.07 me tres per yea r) a nd
is not not icea ble w hen
using b a sic GPS receivers.
How ever, you m ust use
the GDA reference frame
if pla nning t o sha re
business-critical
information (like land
surveys) w ith t he
Victorian Government
an d o ther orga nisa t ions.
More info rmat ion on
GDA a nd da tums is
availa ble a t
w w w.icsm.go v.au
Positional Uncertaintyand Local Uncertainty
These a re new te rms
ad opte d in Austral ia a nd
a re expressed in m et res
to de scrib e a circle of
uncerta inty around a
g iven po int. The y a re
used t o q uant i fy the
reliability of GPS andot her po sit ions, w hich
can b e a f fec ted by
satellite signals bouncing
of f b uilding s or
veget a tion (ca lled
multipath ), va rying
a tm ospheric con ditions
a nd sa te llites mo ving
slig ht ly out o f o rbit .
Posit iona l Uncerta int y is
the uncerta inty of GPS
posit ions, rela t ing to th e
horizonta l and height
com pon ent s, in met res a tthe 95 per cent
con fidence level w i th
respect to the d at um you
a re using (eg GDA).
Loca l Uncerta int y is th e
a verag e mea sure in
met res a t a 95 per cent
con fidence level w ith
respect to the ad ja centpoints in a da tum (eg
GDA). It is calculated
betw een tw o points in
q uest ion or from the
point in q uest ion to
adjacent points in the
same area .
Dilution of Precision
Dilution of Precision
(DOP) is a mea sure of th e
q ua l ity o f the geo metryof the satellite
con stella t ion. A g reat er
ang le be tw een the
sa te llite s low ers the DOP,
a nd provides bet te r
posit iona l a ccuracy tha n a
hig he r DOP, w hich
indicates poor satellite
geometry .
Precision versusAccuracy
Precision a n d accuracy a re
of ten assumed to mea n
the same thing but a n
importa nt technica l
difference exists for GPS
users. It is po ssible to
ha ve a GPS reading t ha t isprecise b ut ina ccurat e, o r
is a ccura te bu t imprecise.
Precision refers to how
clo sely severa l GPS
readings taken from the
sa me loca t ion ma tch each
ot her. If a rea ding is
precise, it can be ea sily
repea te d. A precisereading w ill ha ve the
positions clustered close
to g ether (see f ig ure on
page 11).
Accuracy rela tes to the
correctness o f t h e
inf orma tion collected
using GPS. The mo re t ime
you spend
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Int ro d uct o ry GPS co ncept s a nd d ef init io ns 11
collect ing d at a w ith your
GPS receiver at one
locat ion, the more
a ccurat e th e posit ion
mea surements you ta ke
be com e. In th e figure
a bo ve, an a ccurate
reading ha s the points
clustered in o r nea r the
correct result cent ret a rge t .
Metho ds fo r ob ta ining
highe r a ccuracy are
ou tlined in Section 5 GPS
a nd a ccuracy.
Maps and heights
People of ten w onder why
the height det ermined by
the ir GPS is diffe rent t o t he
same height show n on a
to pog raphic ma p. Theexplan a t ion is in the w ay
GPS computes heights and
the w ay ma ps are def ined .
A vertical datum is a point
from w hich heig hts are
measured. Australia’s
vertica l da tum is the
Austra lia n Heig ht Dat um
(AHD) w hich a pproxima te s
mea n sea level (or geoid)height s a nd is the ba sis of
most pub lished ma ps.
GPS receivers generate
(ellipsoid ) height s using the
WGS84 dat um rat her tha n
mea n sea level. These GPS
heights need to be corrected
to compute loca l AHD
heights.
The diffe rence bet w een th etw o d a tums is ca lled t he
geoi d-ellipsoid separat ion . In
Australia the separation may
rang e betw een -40 and + 75
met res. Globa lly it can be in
the ra ng e o f -100 to + 100
metres.
AUSgeoid is a free he ig ht
transla t ion program
ava ila ble from theGe o science Australia w eb site
w w w .ga .go v.a u/nmd/g eod esy
/a usg eo id/.
What does 95 percent confidencemean?
GPS a ccura cy levels are
sta ted a s hav ing a 95 per cent conf idence fact or . This
mea ns, for example, tha t
w hen using a ba sic GPS
receiver, 95 per cent o f t he
time it ca lcula tes your
position w ithin a 13 metre
rad ius of you r true position.
The o the r 5 per cent o f t he
time your G PS receiver could
sho w your position o utside a
13 met re rad ius from yourtrue position. Experiments
ha ve show n t hese po sit ions
ca n be hundreds of metres
from their true location.
Accuracy
P r e c i s i o n
Low
Precision
High
Precision
Low Accuracy High Accuracy
Precision vs Accuracy
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12 GPS a nd a ccura cy
GPS is a very eff icien t a nd
effective means of
locat ing posit ions on
Ea rth. How ever, even
und er ide a l con ditions it
is un likely to b e ‘100 per
cent ’ e rror f ree . This is
beca use th e posit ion your
GPS receiver calculatescont a ins some deg ree of
uncertainty (or bias ).
Sometimes the effect of
this uncertainty ca n mea n
posit ions a re te ns or even
hundreds of m etres from
your true po sit ion o n
Earth.
These posit ional inaccuracies probably
w on’ t bo ther recrea t iona l
users. How ever, if you a re
using GPS fo r surveying ,
mapping or business-
rela ted a ctivit ies or
intend to share da ta w ith
oth er org a nisa t ions, you
need to understa nd w hy
th ese ina ccura cies occuran d ho w to m inimise
them.
Errors
Errors exist in GPS
posit ions fo r a variety o f
rea sons. The y can b e
categorised into two
main groups:
Environment al ly indu ced
errors , w hich includ e
a tmo spheric errors a nd
mult ipath. The se e rro rs
are generally inconsistent
and can occur a t a ny
time.
Techn ical erro rs , includ ing
sa te llite errors a nd
receiver no ise .
Environme nt a l a nd
technica l errors ca n b ot h
be minimised using the
rig ht techniq ues and
equipment .
Rem emb er, your GPS
receiver know s w here
ea ch sat ellite in t he G PS
netw ork is a t a ny givenmo men t. It ca lcula te s its
distance from t hese
sa te llite s by m ea suring
the t ime it t a kes for
sig na ls to t ravel do w n to
it.
Using th is dista nce
inf orma tion, the receiver
w orks out your posit ion
on Ea rth.
Your GPS receiver
a ssume s sa te llite sign a ls
a re a lw a ys t ravelling a t
the speed of l ight in a
direct pa th w hen ma king
these calculations.
If t he sig na l is slow ed
do w n or do esn’t t ravel in
a com plet ely stra ig htpa th to your receiver, the
t ime a nd rang ing
mea surements can be
th row n o ut . Timing
calculations can also be
a f f ected b y the a to mic
clocks in the GPS satellites
w hen compared to the
time kept b y your GPS
receiver. Errors can also
occur w hen de la ys in
5 GPS a nd a ccura cy
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GPS a nd a ccura cy 13
processing signals occur
insid e you r receiver.
If yo u ma ke a mista ke in
set t ing the configurat ionof your G PS receiver, th e
result m a y also b e
ina ccura te. Accura cy ca n
a lso b e a f fected i f a user
neglects significant
det ai ls or fa ils to g at her
enough informat ion to
ad eq uate ly def ine a
ground fea ture .
Don’t forget tocollect enoughinformation
GPS receivers are often used
to collect location
information for mapping,
ho w ever no t collecting
enough in format ion can
result in a n ina ccurat epicture.
For example, if t he ed g e o f a
carpark pavement w as
curved b ut you only collected
three points of the a rc
shape, you w ould no t ha ve
a n a ccurate shape in your
ma p file. Curves req uire
more positions to define the
sha pe of t he a rc.
Environmental errors
Atm ospheric errors a re
one o f t he ma in causes of
GPS errors an d occurbeca use cha rged pa rticles
an d moisture in t he
a tm osphere ca n slow
sa tellite sig na ls do w n.
Yo u ca n minimise
a tm ospheric errors in a
sta nd a rd G PS receiver by
predict ing w ha t a typica l
delay might be on atypical day, but
a tm ospheric con ditions
a re ra rely co nsist en t. The
best w a y to minimise
a tm ospheric errors is
using Diff erent ial GPS
(DGPS) (explained lat er in
t hi s sect ion).
Multipath occurs w hensatellite signals bounce
of f ob jects such a s cars,
bu ilding s, fe nces,
veget a t ion, w a t er or even
th ick smo ke, as the y
tra vel to your GPS
receiver. Multipath is
difficult to detect and is
somet imes hard t o a void.
It can be corrected tosom e e xte nt using
sophisticated receivers,
specia l ant enn a s, ca reful
p lanning a nd g ood f ie ld
procedures (like
a vera g ing posit ions over
t ime or repeat ing
ob serva t ions w ith a
dif ferent set o f GPS
satellites).
Don ’t e xpect inexpensive
GPS receivers to
eff ectively dea l w ith
multipa th errors.
Technical errors
Satellite orbit (or
‘ephemeris’) a nd t im ing
errors occur w hen t he
satellites in the GPS
con ste lla t ion d rift from
th eir pred icte d orbits,
causing errors in the
distance calculations yourGPS receiver makes.
Ephemeris errors are
usually sma ll bu t m ust be
ta ken into a ccount if
you’re seeking greater
a ccura cy. Altho ug h
sa te llite sig na ls a re
synchronised to your
receiver w ith high-
accuracy atomic clocks,your GPS receiver
maintains less accurate
time. As a result yo ur GPS
needs to receive data
from fo ur or more
sa tellites to eliminat e t his
effect .
Receiver noise refers to
ho w w ell a GPS receivermea sures a nd ca lcula tes
info rma tion received
fro m sa te llites. The level
of receiver no ise d epend s
on t hings like the q ua lity
of a ntenn a , electronics
a nd sig na l processing .
Som et imes a receiver w ill
round off numbers or
electromagnet icinterf eren ce w ill disto rt
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14 GPS a nd a ccura cy
the sa tellite sig na l. Low er
cost receivers usually have
a g reat er receiver no ise
tha n higher cost
alternatives.
Dilution of Precision
Dilut ion of Precision
(DOP) is a simple w a y to
th eo retically a ssess th e
reliability of your GPS
position and its accuracy
according to w here the
GPS sa te llite s arecurrently located in space.
The value o f DOP o n yo ur
receiver screen relat es to
the rela tive a ccuracy of
your calcula ted posit ion.
If your receiver records a
posit ion w ith a low DOP
value, it me a ns th e
sa te llites fro m w hich it is
calculating its position are
mo re w ide ly dispersed.
The streng th of the
position signal is stronger
so t he ma rgin of e rror is
sma ller (mo re a ccura te ).
A high DOP value mea ns
tha t the sat ellites are
clustered closer together.The relia b ility of th e
po sition sig na l w ill be
w eaker so t he ma rgin o f
erro r is hig he r (less
accurate).
Low DOP 8 = less
accurate positionA q ua lity G PS po sitio n
w ill be calcula ted from
sat ellites tha t a re w ell
distr ibute d a round a nd
ab ove the horizon o f the
GPS receiver. DOP w ill
cha ng e over t ime
however, because the
sa te llites a re consta nt lymoving.
While DOP is a good wayto quickly assess theaccuracy of your position,it is only one of manyerror assessments youneed to consider,particularly when
applying data to businesspurposes.
Differential GPS
Differen tia l GPS (DGPS)
reduces errors and
improves the relia bility o fpo sition s a GPS receiver
calculates.
The DGPS met ho d is
ba sed o n the concept
tha t a t mospheric a nd
satellite errors affecting
th e a ccuracy of your GPS
receiver are very similar
to errors ca lcula ted byother receivers located in
the surrounding a rea .
This is be cau se t he sig na ls
ob ta ined b y a ll of t hese
receivers ha ve t ravelled
th roug h virtua lly the
sa me slice o f a tm osphere.
DGPS uses a fixed receiver
(called a ba se sta t ion o r
reference sta t ion) w hich
ha s ha d its posit ion
on Ea rth a ccurat ely
surveye d . Vict o ria ’s
Department o f
Susta ina bility a nd
Environment
operat es a b a se
sta t ion netw orkcalled GPSnet (more
informat ion a bout
GPSnet is available
a t w w w. land .vic.
g o v.a u/g psnet ).
By tracking a t lea st
fo ur commo n
satellites
simultaneously,
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GPS a nd a ccura cy 15
DGPS uses the kno w n
posit ion of the ba se
sta t ion to ca lculat e a nd
correct the GPS-derived
position.
The b a se sta t ion t hen
tra nsmits t hese
corrections to GPS
receivers in the
surrounding a rea w ith
DGPS capability.
DGPS sig nifica nt ly
improves GPS accura cy byproviding correctional
in format ion f or
a tm ospheric and sa te llite
errors. How ever, th e
dista nce betw een the
ba se st a t ion a nd your
receiver sho uld no t
exceed 300km.
DGPS does not correcterrors caused bymultipath or receivernoise.
The know n coordina te s a t
the ba se sta t ion a lso
provide a con venient
mea ns to a llow the user’s
ca lcula te d po sit ion to be
on t he correct da tum
(GDA) - it also complies
w ith Victo ria ’s dig ita l
mapp ing da t a , Vicmap
Corrections from ba se
sta t ions can be o bt a ined
a ft er fieldw ork is finished
(called post-processing ),
or in rea l-time.
Real-time positioning has
the advan t a ge o f
providing improved
a ccuracy w hile you a re
using your GPS receiver inthe f ield. How ever, things
like sig na l coverag e, t he
length of t ime corrections
ta ke to get t o your
receiver, a nd your
dista nce f rom b a se
sta t ions ca n a f fect
accuracy. Post-processing
allow s you to concentrate
on collect ing da ta a nd
orga nising info rmat ion
int o files. GPSnet
provide s fo r bot h real-
time a nd po st-processing
operat ions.
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16 Qua lit y st a nda rds
GPS is used t o collect a nd
process spa tia l
informat ion for a w ide
rang e o f go vernment ,
business a nd recreat ion a l
applications.
The Victo ria n
Go vernme nt uses GPS
techno log y to collect
informat ion f or
g eologica l ma pping ,
surveying, resource
mapping a nd
mana gement , emergency
respon se a nd
environmental
conservation.
This inf o rma t ion is
colla ted into a set o f
spat ia lly rela ted da ta
products called Vicmap.
Vicma p pro vide s spa tia l
da ta on t hing s like our
road an d rai l netw orks,
city an d to w n layout s,
fo rests a nd pa rks.
If yo u inte nd collecting
info rmat ion tha t is
accura t e enoug h to be
integrated into Vicmap
da ta or you intend t o use
GPS fo r bu siness
purpo ses, you m ust
a dhere to minimum
q uality sta nda rds a ndprocedures.
For e xa mple, you must
use DGPS if you w ish t o
integrate mapping
info rmat ion into t he
Victorian Government’s
ma pping da ta ba se. You
must a lso e nsure t ha t t he
da tum is GDA94.
The Victo ria n
Government ha s
produced a more det a iled
technical standards
publication, The Global
Posit ioning Syst em
Handbook, which outlines
th ese minimum
requirements.
You should refer to this
w hen collect ing spat ia l
info rmat ion you w ish to
sha re w ith ot hers.
6 Qua lity sta nd a rds
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Furt her in fo rma t io n 17
For more informat ion a bo ut G PS, the
fo llow ing w ebsites are recommen ded .
Genera l GPS information
GPSnet, w w w .la nd .vic.g ov.a u/g psnet
GPS, www.navcen.uscg.gov/
NAVSTAR, ht t ps://g ps.losa ng eles.a f .mil/
To f ind m ore informa tion a bo ut GPStechnology and equipment suppliers,
type GPS into your prefe rred Int ernet
search engine.
Datums a nd Coordinates
Geo cent ric Datum of Austra lia ,
w w w .icsm.g o v.a u/icsm/g d a
Ge oscience Austra lia , w w w . g a . g o v . a u
Geocaching
www.geocaching .com
Professional
GPS
Techn ica l
Standards
The Global Posit ioning Syst em
Handbook , www.land.vic .gov.au
7 Furthe r inf o rma t io n
Image abo ve cou rt esy Vict oria
Pol ice Search and Rescue
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18 Glo ssa ry
95 per cent confidenceUsed to de scribe th e GPS
a ccuracy of a posit ion.
accuracy Refe rs to theclosene ss of GPS position s
to their t rue loca t ion on
Earth.
AGD Au str al ian Geodet ic Datum . Used to de velop
ma ps in Austra lia fro m
the 1960s up to 2000. It
ha s been superseded by
GDA94 since 1 January
2000.
AGD66 The 1966ad justment o f the
Austra lia n G eod et ic
Datum ad opted in
Victo ria th a t ha s be en
supersede d by GDA. GDA
a nd AGD coo rdina tes va ry
by a round 200m in the
no rth e a ste rly direction.
AMG66 UniversalTra nsverse Merca to r g rid
coo rdina tes (ea st , no rth
and zone) genera t ed
from AGD66 la titud es and
longitudes.
atmospheric errors Errorsintroduced into GPS
posit ions w hen cha rged
particles and moisture inthe a tmo sphere slow
sa te llite sig na ls tra velling
do w n t o a GPS receiver.
base station A fixedsta t ion on Ea rth tha t is
a ccurat ely surveyed a nd
send s sign a ls to he lp
redu ce errors in GPS
calculat ion s. Essen tia l fo rDGPS. Also know n a s a
ref erence st at ion .
control segment Groundsta t ions on Ea rth tha t up-
loa d corrections to G PS
satellites.
corrected The t ermg enera lly used in
con junction w ith DGPS
a nd refers to t he
ca ncella t ion o f errors tha t
affect GPS positions.
datumA ma thema tica lsurfa ce th at best f i ts the
shape o f the ea r th
allowing you to describeg eo g raphic posit ions.
Also kno w n a s a
reference frame .
DGPSDiff erent ial GPS .Increa ses the a ccura cy of
GPS position s by red ucing
a tmo spheric and sa te llite
errors.
DOP Di lu t ion of Precision . A measure of
the q ua l ity o f the a ngle
of a GPS satellite in
relat ion t o a GPS receiver.
The g reate r the a ng le,
the low er the DOP and
th e high er the a ccuracy.
Glossary8
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Glo ssa ry 19
DSEDepar tment of Sust ainab ilit y and
Environment .
ellipsoid Mathematical lyth e ellipsoid is a rota tedellipse, a n o val tha t
revolves about its shortest
dimension. It is a
mathemat ica l
a pproxima t ion of the
geoid. It is used for exact
mea surement s over lon g
dista nces, a cross
con tinent s or ocea ns.
ephemeris errorsErrorsintroduced into GPS
positions caused by GPS
sa te llite s moving slig ht ly
out o f th eir orig ina l
orbits by solar w ind s a nd
ot her variab les.
GalileoThe GPS netw ork
being built b y the
Europea n Union.
GDA Geocent r ic Datum of Austral ia . Fo r mo st
practical purposes, GDA is
compatible with posit ions
genera ted b y
auto nomous GPS
handheld receivers.
GDA94 Geodet iccoordinates (lat itude and
lon g itud e) com puted in
terms of the G DA a t 1
Ja nua ry 1994.
geo-referenceAssigncoo rdina tes from a real-
w orld ref erence syste m,
such a s la t itude /
long itude , or ma p grid to
the pa ge coordina t es o f a
raster (ima g e) ma p. Geo -
referencing raster da ta
al low s it to be view ed,q ueried a nd a na lysed
w ith o ther geog raphic
da t a and used by a GP S
receiver.
geocaching An adventuresport involving finding
hiding places using GPS.
geoid A simplification ofth e Earth ’s surfa ce usingmea n sea level of the
ocean w ith a ll cont inent s
removed. Due t o
varia t ions in th e ea rth’s
mass distribution (oceans
and land ), the geo id ha s
an irreg ular shape t ha t is
describe d a s
“ undula t ing” .
GISGeographic Inf ormati on Syst em . A
computer-based system
tha t collects , ma na g es
an d a na lyses g eog raphic
spatial information.
GLONASSGlobal’nava Navigatsionnaya
Spu t ni ko vanva Sist ema .
The GPS netw ork
opera ted by th e Russia n
Federation.
GNSSGlobal Navigatio n Sat ell it e Syst ems, which
encom pa sses GPS,
GLONASS, Galileo and
ot her sa te llite b a sed
na vig a tion system s.
GPSGlob al Posit ion ing System .
GPS constellation GPS
sa tellites orbit the ea rthevery 12 ho urs, em itting
continuous navigation
signals. With the proper
eq uipment , users ca n
receive th ese sign a ls to
ca lcula te t ime, loca tion
a nd velocity.
GPSnet The net w ork of
permanent GPS ba sestations and supporting
infrastructure operated
by DSE th a t record s,
distributes and archives
GPS sa te llite correction
da ta fo r DGPS purposes.
w w w.land.vic.go v.au/
gpsnet
local uncertainty Thea verag e mea sure inmet res a t a 95 per cent
con fidence level w ith
respect to the ad ja cent
points in a da tum.
MGA94 UniversalTra nsverse Merca t o r g rid
coo rdina tes (ea st , no rth
and zone) genera ted
from GDA94 la titud es and
longitudes.
multipath When sa te llitesig na ls bo unce off
veg eta t ion or buildings as
the y travel from sat ellite s
to a GPS receiver. It
introduces errors into GPS
positions.
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20 Glo ssa ry
positional uncertaintyExpressed in m et res, it
d escrib es a circle o f
uncerta inty around a GPS
position.
post-processingCorrecting errors in G PS
posit ions by using da ta
from b a se o r reference
sta t ions some t ime af ter
the mo ment o f posit ion
determinat ion.
precision Refe rs to ho w clo sely severa l GPSposit ions taken f rom th e
sa me loca t ion ma tch each
o th er. Precision is a
mea sure of repea ta bility.
receiver noise Refers toho w w ell a GPS receiver
mea sures a nd ca lcula te s
inf orma tion received
fro m G PS sa t ellite s. The
hig her the noise, the
g reat er th e risk of error.
reference frame Ama them at ical surface tha t
best f its the shape o f t he
Ea rth a llow ing you to
describe geographic
po sitions. Also kno w n a s
a datum .
space segment Thecon stella t ion o f 24
sa te llites used by G PS
receivers to calculat e
positions on Earth.
spatial informationSpa tial inf orma tion is a ny
info rmat ion recording or
describing the physical
locat ion of an ob ject .
trilateration The prin ciple
w hich a llow s you toca lcula te a posit ion o n
Earth using distance
measurements.
user segment A GPSreceiver a nd th e person
using it .
Vicmap A set of spa tia llyrela t ed d a t a products
prod uced b y DSE, w hichunderpin Victoria’s
mapping a nd geo graphic
info rma tion syste ms.
waypoints Points inbe tw een the st a r t and
end points of a part icula r
seq uence o f po ints of
interest.
WGS84 Wo rld Geodet ic Syst em 1984 . The g lob a lly
recog nised reference
frame or da tum used by
the GPS.
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Published by
Spatial Information Infrastructure Division
Department of Susta ina bi lity a nd
Environment
PO Box 500
Ea st Me lbou rne Victo ria 3002
The De pa rtment of Susta ina bility a nd
Environmen t is responsible f or m a na g ing
Victoria 's GPS ba se sta tion net w ork,
GPSnet , a nd spat ia l info rmation
infrastructure.
Find more information about theDepartment of Sustainability and
Environment at www.dse.vic.gov.au orcall 136 186.
ISBN 1 74152 013 4
© The Sta te o f Victoria, Department of
Sustainability and Environment, 2004
This publica tion m a y be of a ssista nce to yo u but
the Sta te o f Victo ria a nd its employees do no t
gua rantee t hat the publicat ion is w ithout f law
of a ny kind o r is w holly appropriate for your
particular purposes and therefore disclaims all
liability for any error, loss or other consequence
w hich ma y arise from you relying on a ny
informat ion in this publica tion.
Printed by Chillipress
Print ed o n Han no Art Silk
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Department
o f
Sustainability
a nd
Environment
Spat ia l Info rmat ion Infrastructure
Strategic Policy and Projects
PO Box 500
Ea st Melbourne VIC 3002
Tel (03) 8636 2333
Fa x (03) 8636 2813
www.land.vic .gov.au