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AIRBORNE LIDAR PROJ ECT REPORT · 2018-11-26 · PROJ comprehensi d Columbia C r EA133C11C Center...
Transcript of AIRBORNE LIDAR PROJ ECT REPORT · 2018-11-26 · PROJ comprehensi d Columbia C r EA133C11C Center...
4 GA CountNOAA CoasBurke, RichJune 2012
BU
ties of Elevatiostal Services Cehmond, Lincoln
A
4 GNOA
RKE, RIC
on Data enter (CSC) n, Columbia Co
IRBORN
GA COUAA COAS
CHMOND
Wool
ounties LiDAR R
NE LIDA
UNTIES STAL SE
D, LINCOGE
pert Proj
JU
Report
AR PROJ
OF ELEERVICES
OLN, ANDEORGIA
ject Num
UNE 2012
JECT RE
EVATIONS CENT
D COLUM
ber: 715
EPORT
N DATATER (CSC
MBIA CO
11
A C)
OUNTIES,
ii
,
4 GA CountNOAA CoasBurke, RichJune 2012
TABL
Section 1:
Section 2:
Section 3:
Section 4:
Section 5:
FIGURFigure 1.1
Figure 1.2
Figure 1.3
Figure 4.1
Figure 4.2
Figure 4.3
Figure 4.4
Figure 4.5
Figure 4.6
Figure 4.7
Figure 4.8
Figure 4.9
TABLTable 2.1
Table 2.2
Table 2.3
Table 2.4
Table 2.5
ties of Elevatiostal Services Cehmond, Lincoln
LE OF C
: Project Des
: Aerial Platfo
: File Informa
: GPS/IMU Co
: LiDAR Data
RES 1: LiDAR Flig
2: LiDAR Flig
3: LiDAR Flig
1: GPS Base S
2: GPS Base S
3: GPS Base S
4: Sample Ho
5: Sample GP
6: Sample GP
7: Sample hor
8: Sample PDO
9: Flight Traje
LES : LiDAR Acqu
: LiDAR Fligh
: ALS 60 LiDA
ALS 50-II LiD
Optech Gem
on Data enter (CSC) n, Columbia Co
CONTE
cription ......
orm / Sensor
ation ..........
ollection and
Processing an
ht Diagram o
ht Diagram o
ht Diagram o
Station Locat
Station Locat
Station Locat
rizontal and V
S Combined S
S Altitude Plo
rizontal GPS d
OP Plot from
ectory from D
isition Specif
t Summary. 1
AR System Sp
DAR System Sp
mini LiDAR Sys
ounties LiDAR R
ENTS
................
Information
................
QA/QC .......
nd QA/QC ...
of Burke and R
of Lincoln Cou
of Columbia C
tion – Columb
tion – Burke a
tion – Lincoln
Vertical Posit
Separation fro
ot from Day 3
distance from
Day 347 (ALS
Day 347 (ALS6
fications .....
1-Meter Nomi
pecifications .
pecifications
stem Specifica
Report
................
................
................
................
................
Richmond Cou
unty, Georgia
County, Georg
bia County ....
and Richmond
County ......
tional Accura
om Day 347 (
347 (ALS60_61
m base station
S60_6157) ....
60_6157) .....
................
nal Post Spac
................
................
ations ........
................
................
................
................
................
unties, Georg
a ................
gia .............
................
d Counties ....
................
cies from Day
(ALS60_6157)
157) ...........
n from Day 34
................
................
................
cing ...........
................
................
................
................
................
................
................
................
gia ............
................
................
................
................
................
y 347 (ALS60_
...............
................
47 (ALS60_61
................
................
................
................
................
................
................
................
................
................
................
................
................
................
................
................
................
................
_6157) ........
................
................
57) ............
................
................
................
................
................
................
................
iii
... 1-1
... 2-1
... 3-1
... 4-1
... 5-1
... 1-2
... 1-3
... 1-4
... 4-2
... 4-3
... 4-4
... 4-6
... 4-7
... 4-8
... 4-8
... 4-9
.. 4-10
... 2-1
... 2-2
... 2-3
... 2-4
... 2-5
4 GA CountNOAA CoasBurke, RichJune 2012
Table 4.1
Table 4.2PDOP ....
Table 5.1
Table 5.2
Table 5.3
Table 5.4
Table 5.5
ties of Elevatiostal Services Cehmond, Lincoln
: GNSS Base S
: Mission Spe................
: Fundamenta
: Supplement
: Combined V
: Fundamenta
5 Approved By
on Data enter (CSC) n, Columbia Co
Stations Used
ecific Base St................
al Vertical Ac
tal Vertical A
Vertical Accur
al Vertical Ac
y ..............
ounties LiDAR R
d ...............
ations, Comb................
ccuracy Statis
Accuracy Stati
racy Statistic
ccuracy Statis
................
Report
................
bined Separat................
stics for Burk
istics for Burk
cs for Burke, R
stics for Colu
................
................
tion, Estimate................
ke, Richmond
ke, Richmond
Richmond, an
mbia County
................
................
ed Positional ................
, and Lincoln
d, and Lincoln
nd Lincoln Co
...............
................
................
Accuracy and................
Counties: ...
n Counties: ..
ounties ........
................
................
iii
... 4-1
d .. 4-11
... 5-6
... 5-6
... 5-6
... 5-7
... 5-7
4 GA CountNOAA CoasBurke, RichJune 2012
SECTThis repoRichmondorder; CoNOAA Coa
The task oorder areaColumbia interior oprocessedsingle swaof each sw
ties of Elevatiostal Services Cehmond, Lincoln
TION 1:rt contains a
d, Lincoln, anntract Numbeastal Services
order area foa for Lincoln County was 3f Georgia and
d to meet a Nath, first retuwath.
on Data enter (CSC) n, Columbia Co
: PROJ comprehensid Columbia Cer EA133C11Cs Center (CSC
or Burke and R County was a322 square md 600*NPS bufNominal Post Surn data locat
ounties LiDAR R
JECT Dive outline ofCounties, GA CQ0010; Requ).
Richmond Couapproximatel
miles which inffer along theSpacing (NPS)ted within th
Report
ESCRIPf the airborneas part of theuisition Order
unties was aply 264 square cluded a mine state bound) of 1.0 metee geometrica
PTION e LiDAR data e 4 Georgia Cr Number NCN
pproximately miles, and th
nimum buffer dary. The LiDer. The NPS asally usable ce
acquisition foCounties of ElNP0000-11-02
1235 square he task order of 200*NPS b
DAR data was ssessment is
enter portion
or Burke, levation Data2615, for the
miles, the tar area for buffer with in collected andmade against (typically ~9
1-1
a task
ask
n the d t 0%)
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 1.
ties of Elevatiostal Services Cehmond, Lincoln
1: LiDAR Flig
on Data enter (CSC) n, Columbia Co
ght Diagram o
ounties LiDAR R
of Burke and
Report
Richmond Coounties, Georrgia
1-2
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 1.
ties of Elevatiostal Services Cehmond, Lincoln
2: LiDAR Flig
on Data enter (CSC) n, Columbia Co
ght Diagram o
ounties LiDAR R
of Lincoln Co
Report
unty, Georgiaa
1-3
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 1.
ties of Elevatiostal Services Cehmond, Lincoln
3: LiDAR Flig
on Data enter (CSC) n, Columbia Co
ght Diagram o
ounties LiDAR R
of Columbia C
Report
County, Georrgia
1-4
4 GA CountNOAA CoasBurke, RichJune 2012
SECTINFOLiDAR datLiDAR sensystems cintensity an associa
Po AG M Av Fi Pu Sc Si
Table 2.1
4 Georgia CElevation DColumbia C
4 Georgia CElevation DBurke and
4 Georgia CElevation DLincoln Co
ties of Elevatiostal Services Cehmond, Lincoln
TION 2:ORMATI
ta was collectnsors in Multi-collect up to fdata, for theated intensity
ost Spacing (Mi
GL (Above Gro
SL (Mean Sea L
verage Ground
ield of View (fu
ulse Rate:
can Rate:
de Lap (Minim
1: LiDAR Acqu
Project
Counties of Data, County, GA
Counties of Data, Richmond Co’s
Counties of Data, unty, GA
on Data enter (CSC) n, Columbia Co
: AERIAON ted utilizing a-Pulse mode. four returns ( first three rey value. The a
inimum):
und Level) ave
Level) average
Speed:
ull):
um):
uisition Specif
Pos
1.0-me
s, GA 1.0-me
1.0-me
ounties LiDAR R
AL PLAT
an Optech Ge These sensor(echo) per pueturns. If a foaerial LiDAR w
erage flying he
flying height:
fications
st Spacing
eter Average
eter Average
eter Average
Report
ATFORM
emini 167 kHzrs were aboa
ulse, recordinourth return wwas collected
3.28
ight: 6,500 5,700
6,574 6,798 5,900
130 k
40 de
115.6 100 k
41.8 29.5
25%
Number ofFlight Lines
44
74
26
M / SEN
z, Leica ALS5rd twin-enging attributes swas capturedd at the follo
ft / 1.0 m
0 ft / 1,981 m 0 ft / 1,737 m
4 ft / 2,004 m 8 ft / 2,072 m 0 ft / 1,798 m
knots / 149 mp
egrees
6 kHz (Burke, RkHz (Columbia)
Hz (Burke, Ric Hz (Columbia)
f s
NumbCollecti
1
3
1
NSOR
0-II 150 kHz ane Cessna 404such as time d, the systemowing sensor s
(Burke, Richm (Columbia)
(Burke & Richm (Lincoln) (Columbia)
ph
Richmond, Linc)
chmond, Lincol)
ber of on Days A
1 Feb
3 DeDe
1 De
and ALS60 204’s. These stamp and does not recspecifications
mond, Lincoln)
mond)
coln)
ln)
Acquisition Da
bruary 26, 201
cember 13, 20cember 17, 20
cember 18, 20
2-1
00 kHz
cord s:
ates
1
011 to 011
011
4 GA CountNOAA CoasBurke, RichJune 2012
T
FO
FO
FO
DA
DA
DA
DA
DA
DA
ties of Elevatiostal Services Cehmond, Lincoln
Table 2.2: LiD
Date of Flyi
Feb. 26, 2011 Optech 56108
Feb. 26, 2011 Optech 56108
Feb. 26, 2011 Optech 56108
Dec. 13, 2011 ALS50 077
Dec. 13, 2011 ALS60 6157
Dec. 14, 2011 ALS50 077
Dec. 14, 2011 ALS60 6157
Dec. 17, 2011 ALS60 6157
Dec. 18, 2011 ALS60 6157
on Data enter (CSC) n, Columbia Co
DAR Flight Su
ing L
Burk
Burk
Burk
Burk
Burk
ounties LiDAR R
mmary. 1-Me
Lines Flown
Columbia 1 – 12
Columbia 13 – 34
Columbia 35 – 44
ke & Richmond53 – 74
ke & Richmond1 – 20
ke & Richmond38 – 52
ke & Richmond21 – 37
ke & Richmond51 - 53
Lincoln 1 - 26
Report
eter Nominal
Time O(U
13:47
17:34
23:36
d 19:44
d 20:00
d 19:10
d 19:16
d 21:52
15:46
Post Spacing
N/Off Line UTC)
7 - 16:34
4 – 22:40
6 – 1:42
4 – 00:15
0 – 00:29
0 – 00:03
6 – 23:48
2 – 22:34
6 – 20:31
Time On/Of(Local – E
8:47 AM – 11
12:34 PM – 5
6:36 PM – 8
2:44 PM – 7
3:00 PM – 7
2:10 PM – 7
2:16 PM – 6
4:52 PM – 5
10:46 AM – 03
ff Line EST)
1:34 AM
5:40 PM
:42 PM
:15 PM
:29 PM
:03 PM
:48 PM
:34 PM
3:31 PM
2-2
4 GA CountNOAA CoasBurke, RichJune 2012
Table 2.3
ties of Elevatiostal Services Cehmond, Lincoln
lists the spec
Table 2.3: A
Operating Alti
Scan Angle
Swath Width
Scan Frequenc
Maximum Puls
Range Resolut
Elevation Accu
Horizontal Acc
Number of Ret
Number of Int
Intensity Digit
MPiA (Multiple
Laser Beam Di
Laser Classific
Eye Safe Rang
Roll Stabilizat
Power Require
Operating Tem
Humidity
Supported GNAttitude ErrorProcessing
on Data enter (CSC) n, Columbia Co
cifications an
ALS 60 Syste
itude
cy
se Rate
tion
uracy
curacy
turns per Pulse
tensities
tization
e Pulses in Air)
ivergence
cation
ge
tion
ements
mperature
SS Receivers r after GNSS
ounties LiDAR R
nd the require
m SpecificatSp
200 - 6,
0 to 75
0 to 1.5
0 – 100
200 kHz
Better t
8 – 24 c
7 – 64 c
e 4 (first,
3 (first,
8 bit int
8 bits @
0.22 mr
Class IV
400m si
Automa
28 VDC
0-40C
0-95% n
Ashtech
Roll: ±0
Report
ements of the
tions pecification 000 meters
(variable)
5 X altitude (va
Hz (variable ba
z
than 1 cm
m single shot (
m (one standa
second, third
second, third
tensity + 8 bit
@ 1nsec interva
rad @ 1/e2 (~0.
V laser product
ngle shot depe
atic adaptive, r
@ 25A
on-condensing
h Z12, Trimble
0.005°, Pitch:
e Leica ALS60
ariable)
ased on scan a
(one standard
ard deviation)
, last)
)
AGC (Automat
al @ 50kHz
.15 mrad @ 1/
(FDA CFR 21)
ending on laser
range = 75 deg
g
7400, Novatel
+/- 0.005° He
0, serial num
angle)
deviation)
tic Gain Contro
e)
r repetition rat
grees minus cur
l Millenium
eading: ±0.023°
ber SH6157
ol) level
te
rrent FOV
°
2-3
4 GA CountNOAA CoasBurke, RichJune 2012
Table 2.4
Ta
Op
Sca
Sw
Sca
Ma
Ra
Ele
Ho
Nu
Nu
Int
MP
Las
Las
Eye
Ro
Po
Op
Hu
Sup
ties of Elevatiostal Services Cehmond, Lincoln
lists the spec
able 2.4 ALS
perating Altitud
an Angle
wath Width
an Frequency
aximum Pulse R
nge Resolution
evation Accura
orizontal Accur
umber of Retur
umber of Intens
tensity Digitiza
PiA (Multiple Pu
ser Beam Diver
ser Classificati
e Safe Range
ll Stabilization
wer Requireme
perating Tempe
umidity
pported GNSS
on Data enter (CSC) n, Columbia Co
cifications an
50-II LiDAR S
de
Rate
n
cy
acy
rns per Pulse
sities
ation
ulses in Air)
rgence
on
n
ents
erature
Receivers
ounties LiDAR R
nd the require
System Speci
20
0
0
0
15
Be
8
7
4
3
8 le
8
0
C
40
Acu
28
0-
0-
A
Report
ements of the
ifications Specification
00 - 6,000 met
to 75 (variab
to 1.5 X altitu
– 90 Hz (variab
50 kHz
etter than 1 cm
– 24 cm single
– 64 cm (one s
(first, second,
(first, second,
bit intensity +evel
bits @ 1nsec i
.22 mrad @ 1/
lass IV laser pr
00m single sho
utomatic adapurrent FOV
8 VDC @ 25A
-40C
-95% non-cond
shtech Z12, Tr
e Leica ALS50
n
ters
le)
ude (variable)
ble based on sc
m
e shot (one stan
standard devia
, third, last)
, third)
+ 8 bit AGC (Au
nterval @ 50kH
e2 (~0.15 mrad
roduct (FDA CF
ot depending o
ptive, range = 7
ensing
rimble 7400, N
0-II, serial nu
can angle)
ndard deviatio
ation)
utomatic Gain C
Hz
d @ 1/e)
FR 21)
n laser repetit
75 degrees min
ovatel Milleniu
mber 077.
on)
Control)
tion rate
nus
um
2-4
4 GA CountNOAA CoasBurke, RichJune 2012
Table 2.5
Table 2.5
Serial num
Operating
General EnSpecificati
Range captIntensity cScan frequScan angleScanner PrRoll compe
Swath widtPosition Or
Laser repe
Data storagBeam dive
Eye safe raLaser classPower requOperating
Storage Te
Humidity Control RaSensor Hea
ties of Elevatiostal Services Cehmond, Lincoln
lists the spec
5 Optech Gem
bers
altitude
nhanced Accuraons
ture apture ency
e roduct ensation
th rientation Syst
tition rate
ge hard drive rgence
ange sification uirements temperature
emperature
ck Measuremead Measuremen
on Data enter (CSC) n, Columbia Co
cifications an
mini 56108 S
SeCo15
acy
L
Up12VaVaSc5 (SVa
em ApHz33507010121416RuDu
SeCl28CoSeCoSe0
nts 65nts 29
ounties LiDAR R
nd the require
Specifications
ensor Head ontrol Rack 50 – 4000 m noLaser Repetitio
33 kHz 50 kHz
70 kHz
100 kHz
125 kHz
143 kHz
167 kHz p to 4 range m2 bit dynamic rariable; maximariable from 0 can Angle x ScaHz update ratecan angle + Roariable; 0 to 0.pplanix – Optecz GPS receiver 3 kHz (maximu0 kHz (maximu0 kHz (maximu00 kHz (maxim25 kHz (maxim42 kHz (maxim66 kHz (maximuggedized remual 0.3 mrad (1
ee eye safety tlass IV (FDA CF8 V (continuousontrol rack: 10ensor head: -10ontrol Rack: – ensor Head: 0 º– 95% non-cond53mm x 591mm98mm x 249mm
Report
ements of the
s
09SEN258 09CON258
minal on Rate H
easurements frange for each
mum 70 Hz to ± 25°, in inan Frequency ≤e oll Comp. Angle.93 x altitude mch custom POS m AGL 4.0 km)m AGL 3.0 km)m AGL 2.5 km)um AGL 2.0 kmum AGL 1.6 kmum AGL 1.4 kmum AGL 1.2 kmovable hard dr1/e) and 0.8 m
table FR 21) s), 45 A (maxim
0 to 35º C 0 to 35º C (assu 10 º to 50º C º to 50º C densing m x 485mm, 55m x 437mm, 23
e Optech Gem
Horizontal Accu(m 1 )
1/5500 x altit
1/5500 x altit
1/5500 x altit
1/5500 x altit
1/5500 x altit
1/5500 x altitfor each pulse measurement
crements of ±1≤ 1000
e = FOV, i.e. ±m S including inte
) ) ) m) m) m) m) rive, (10hr con
mrad (1/e)
mum)
uming the use
5kg 3kg
mini, serial n
uracy V
tude
< 5 c< 10< 15< 20< 25
tude < 5 c< 10< 15
tude < 10< 15< 20
tude < 10< 15
tude < 15< 20
tude < 35including last
1º
± 25º allows ± 5
ernal 12 channe
tinuous log tim
of thermal jac
umber 56108
Vertical Accura(m 1 ) AGL
cm up to 500 m0 cm up to 1 km5 cm up to 2 km0 cm up to 3 km5 cm up to 4 kmcm up to 500 m0 cm up to 1 km5 cm up to 2 km0 cm up to 500 5 cm up to 1 km0 cm up to 2 km0 cm up to 500 5 cm up to 1km5 cm up to 500 0 cm up to 1 km5 cm @ 750 m
5º compensatio
el dual frequen
me @ 100 KHz)
cket)
2-5
8.
acy L m m m m m m m m m m m m
m m m
on)
ncy 50
4 GA CountNOAA CoasBurke, RichJune 2012
Woolpert’to flying t
WeatNo signific
GrounThe projealtitude t
ties of Elevatiostal Services Cehmond, Lincoln
’s Aerial Acquto ensure acc
ther cant weather
nd Conect area was rhroughout ea
on Data enter (CSC) n, Columbia Co
uisition Teamcess.
r issues occur
ditions relatively flatach of the cou
ounties LiDAR R
m coordinated
rred during th
t terrain, so tunties. No flo
Report
d with the nec
he flight miss
the project aooding or pon
cessary Air Tr
ion.
area was ablending occurre
raffic Control
e to be flown d.
l personnel p
at one flight
2-6
rior
4 GA CountNOAA CoasBurke, RichJune 2012
SECTThis sectiCounties,
A H LA G C D Ti T Bo M A
ties of Elevatiostal Services Cehmond, Lincoln
TION 3:on contains a GA.
rc Grid Files ydro Line woAS 1.2 files eodata Base ontrol Points ata Extent Shile Index Sharajectories Shorder Shape f
Metadata SCII files
on Data enter (CSC) n, Columbia Co
: FILE a listing of th
ork Shape files
Hydro Breakl Shape files hape files pe files hape files files
ounties LiDAR R
INFORMe final delive
s
lines
Report
MATIOery files for B
N urke, Richmoond, Lincoln, and Columbi
3-1
a
4 GA CountNOAA CoasBurke, RichJune 2012
SECT
GPS B
Table 4.1
Station
DNL B (C
CORS (Colu
KAGS BASERichm
THOMPORT
ties of Elevatiostal Services Cehmond, Lincoln
TION 4:
Base Sta
1: GNSS Base
n Name
Columbia)
GACC mbia)
E (Burke & mond)
T (Lincoln)
on Data enter (CSC) n, Columbia Co
: GPS/I
ation In
Stations Used
Latitude (D
N 33° 28' 04.8
N 33° 32' 44.7
N 33° 22' 16.6
N 33° 31' 45.8
ounties LiDAR R
IMU CO
nformat
d
DMS) Lo
83107" W 8
70584" W 8
61197" W 8
84384" W 8
Report
OLLECT
tion
ongitude (DMS)
82° 02' 03.0177
82° 08' 01.7010
81° 58' 28.0772
82° 31' 07.0531
TION A
) Ellipso
(L1 PhaM
76" 9
05" 10
23" 1
3" 11
AND QA
oid Height ase Center)
Meters
98.070
00.004
2.954
11.159
A/QC
4-1
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
1: GPS Base
on Data enter (CSC) n, Columbia Co
Station Loca
ounties LiDAR R
tion – Columb
Report
bia County
4-2
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
2: GPS Base
on Data enter (CSC) n, Columbia Co
Station Loca
ounties LiDAR R
tion – Burke a
Report
and Richmondd Counties
4-3
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
3: GPS Base
on Data enter (CSC) n, Columbia Co
Station Loca
ounties LiDAR R
tion – Lincoln
Report
n County
4-4
4 GA CountNOAA CoasBurke, RichJune 2012
GPS/IFlight navthoroughlsteady anheading c
The aircrareceivers
All Woolp
A base-staof the Woseries dua2-meter fbase-stati
All GNSS b
GPS/IThe colleccontrol. Aimmediatusing Leicground dapositionalwas achie
ties of Elevatiostal Services Cehmond, Lincoln
IMU Colvigation is pely trained andnd level. If atmcannot be pro
aft are all con collecting at
ert aerial sen
ation unit waoolpert surveyal frequency fixed-height tion antennas.
base station d
IMU Datcted data waAll data was dtely checked fca IPAS Pro 1.ata. The GPS l accuracy (<1eved.
on Data enter (CSC) n, Columbia Co
llection rformed usingd highly skillemospheric co
operly mainta
nfigured witht 2 Hz.
nsors are equ
as mobilized fy and/or flighreceiver, onetripod, and es. Data was co
data and poin
ta QA/Qas shipped bacdownloaded infor missing fi.35 and PosGN quality contr10cm), PDOP
ounties LiDAR R
Parameg IGI CCNS (Ced at maintaionditions are ained, the mis
h a NovAtel M
ipped with Li
for the imageht crew. Eache (1) Trimble ssential batteollected at 1 o
nt locations w
QC
ck to the Woonto a standarles, corrupt fNSS 5.1 softwrol process in (<3), etc. A M
Report
eters
Computer Conning their plasuch that thession is abort
Millennium 12-
itton LN200 s
ery acquisitionh base-station Zephyr Geodery power andor 2 Hz.
were tied toge
olpert Daytonrd Woolpert dfiles, etc. On
ware packagescludes checkMaximum Pos
ntrolled Naviganned trajecte trajectory, ted until suita
-channel, L1/
series IMU’s o
n mission, ann setup consisdetic L1/L2 dud cabling. Gro
ether, along
n, Ohio officedirectory struce verified, ts, combining
king the data sition Dilution
gation Systemtory, while ho ground speedable condition
/L2 dual freq
operating at 2
nd was operatsted of one (ual frequencyound planes w
with the grou
e for processiucture. The dthe GPS data airborne GPS to within spen of Precision
m). The pilotsolding the aird, roll, pitch ns occur.
uency GNSS
200 Hz.
ted by a mem1) Trimble 50y antenna, onwere used on
und control.
ng and qualitata was was processeS data with becs in regardsn (PDOP) of <
4-5
s are rcraft and
mber 000 ne (1) n the
ty
ed ase s to 3.0
4 GA CountNOAA CoasBurke, RichJune 2012
EstimThe Estimdirectionsissues aris
Woolpert’achieving
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
mated Pomated Positions along a timesing from lon
’s goal is to m results well
4: Sample Ho
on Data enter (CSC) n, Columbia Co
ositionanal Accuracy e scale of theg baselines, n
maintain an Ebelow this th
orizontal and
ounties LiDAR R
al Accur plots the stae trajectory. noise, and/or
stimated Poshreshold.
Vertical Posi
Report
racy ndard deviatiIt illustrates r other atmos
sitional Accur
itional Accura
ions of the ea loss of satellispheric interf
racy of less th
acies from Da
ast, north, anite lock issueference.
han ten (10) c
ay 347 (ALS60
nd vertical es, as well as
centimeters,
0_6157):
4-6
often
4 GA CountNOAA CoasBurke, RichJune 2012
CombThe Combrun solutianomaliessolution. results we
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
bined Sebined Separaton of the tras. The closer Woolpert’s goell below this
5: Sample GP
on Data enter (CSC) n, Columbia Co
eparatiotion is a measjectory. The these two sooal is to mains cap.
PS Combined
ounties LiDAR R
on
sure of the di Kalman filterolutions matchntain a Comb
Separation fr
Report
ifference betr is run in both; in general,ined Separati
rom Day 347
tween the forth directions , the better iion Differenc
(ALS60_6157
rward run and to remove diis the overall ce of < 10cm,
):
d the backwairectional spe reliability of often achiev
4-7
ard ecific f the ving
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 4.
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
6: Sample GP
7: Sample ho
on Data enter (CSC) n, Columbia Co
PS Altitude Pl
orizontal GPS
ounties LiDAR R
lot from Day
distance from
Report
347 (ALS60_6
m base statio
6157):
on from Day 3347 (ALS60_61157):
4-8
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
8: Sample PD
on Data enter (CSC) n, Columbia Co
DOP Plot from
ounties LiDAR R
m Day 347 (AL
Report
LS60_6157):
4-9
4 GA CountNOAA CoasBurke, RichJune 2012
Figure 4.
ties of Elevatiostal Services Cehmond, Lincoln
9: Flight Traj
on Data enter (CSC) n, Columbia Co
jectory from
ounties LiDAR R
Day 347 (ALS
Report
S60_6157):
4-10
4 GA CountNOAA CoasBurke, RichJune 2012
Table 4.2PDOP
Date Sensor He
Feb. 26, 2056108 Feb. 26, 2056108
Dec. 13, 20ALS50 077
Dec. 13, 20ALS60 6157
Dec. 14, 20ALS50 077
Dec. 14, 20ALS60 6157
Dec. 17, 20ALS60 6157
Dec. 18, 20ALS60 6157
ProjeThe LiDAR(NAD83). the projecFeet.
ties of Elevatiostal Services Cehmond, Lincoln
2: Mission Spe
ead
BasStatio
011 DNL
011 CORS G
011
KAGS B
011 7 KAGS B
011 KAGS B
011 7 KAGS B
011 7 KAGS B
011 7 THOMP
ection / R data was pr Coordinate pct was refere
on Data enter (CSC) n, Columbia Co
ecific Base St
se on(s)
CombAver
L B
GACC
BASE
BASE
BASE
BASE
BASE
PORT
Datum roduced in Gepositions wereenced to Nort
ounties LiDAR R
tations, Comb
ined Separatiorage Differenc
(Meters)
0.01
0.01
0.03
0.03
0.04
0.06
0.02
0.03
Informeorgia State Pe specified inth American V
Report
bined Separat
on: ce
PDOP Average
1.8
1.7
2.6
2.3
2.6
2.2
1.6
2.2
ation Plane East Zo units of US S
Vertical Datum
tion, Estimat
e
Maximum Positional
(Met
0.
0.
0.
0.
0.
0.
0.
0.
one, North AmSurvey Feet. m of 1988 (NA
ted Positional
Horizontal Accuracy: ters)
03
03
03
03
03
03
03
03
merican DatumThe vertical AVD88) in un
l Accuracy an
Maximum VePositional Acc
(Meters
0.07
0.06
0.07
0.08
0.09
0.07
0.06
0.08
m of 1983 datum used fits of US Surv
4-11
nd
ertical curacy: )
for vey
4 GA CountNOAA CoasBurke, RichJune 2012
SECT
DATA
The LiDARv2.74. ThMicroStatdata qual
The resultsoon as w
Third parttheir QA/
ties of Elevatiostal Services Cehmond, Lincoln
TION 5:
A PROCE
R data was pre processed Lion V8, using ity, any data
ts of the dataweather condi
ty QA/QC of QC analysis is
on Data enter (CSC) n, Columbia Co
: LIDAR
ESSING
rocessed withLiDAR data w TerraScan. E voids, clarity
a analysis wetions allowed
LiDAR data ans attached.
ounties LiDAR R
R DATA
AND DA
h DashMap v5was immediateEach flight day of the inten
re immediated.
nd hydro-enfo
Report
A PROC
ATA VE
.1061 softwaely checked aata was checknsity imagery
ely provided b
orced breakli
CESSING
ERIFICAT
re from Opteagainst the flked for spatiay, point spacin
back to the f
ines was prov
G AND
TION
ech, and ALS ight line layoal accuracy ang specs, etc
light crew, an
vided by Dew
QA/QC
Post Processoout via via nd completen
c.
nd reflown as
wberry. A rep
5-1
C
or
ness,
s
port of
4 GA CountNOAA CoasBurke, RichJune 2012
ties of Elevatiostal Services Cehmond, Lincoln
on Data enter (CSC) n, Columbia Coounties LiDAR RReport
5-2
4 GA CountNOAA CoasBurke, RichJune 2012
ties of Elevatiostal Services Cehmond, Lincoln
on Data enter (CSC) n, Columbia Coounties LiDAR RReport
5-3
4 GA CountNOAA CoasBurke, RichJune 2012
ties of Elevatiostal Services Cehmond, Lincoln
on Data enter (CSC) n, Columbia Coounties LiDAR RReport
5-4
4 GA CountNOAA CoasBurke, RichJune 2012
ties of Elevatiostal Services Cehmond, Lincoln
on Data enter (CSC) n, Columbia Coounties LiDAR RReport
5-5
4 GA CountNOAA CoasBurke, RichJune 2012
Vertic
Vertical
F9
Based on
ties of Elevatiostal Services Cehmond, Lincoln
cal Accu
Accuracy C
Fundamental 95% percent c
the analysis o
on Data enter (CSC) n, Columbia Co
uracy
TabStaCou
TabStaCou
TabStaCou
Conclusions
Vertical Accuconfidence lev
of the LiDAR
ounties LiDAR R
ble 5.1: Fundatistics for Buunties
Average Er
Minimum Er
Maximum E
Root mean sq
Std deviati
ble 5.2: Suppatistics for Buunties
Average Er
Minimum Er
Maximum E
Root mean sq
Std deviati
ble 5.3: Comatistics for Buunties
Average Er
Minimum Er
Maximum E
Root mean sq
Std deviati
s – Burke, R
uracy (FVA) tevel.
data, the acc
Report
damental Verurke, Richmon
ror 0
rror -0
rror 0
quare 0
ion 0
plemental Veurke, Richmon
ror 0
rror -0
rror 0
quare 0
ion 0
bined Verticaurke, Richmon
ror 0
rror -0
rror 0
quare 0
ion 0
Richmond,
ested 0.197 f
curacy of the
rtical Accuracnd, and Linco
0.002 Fee
0.424 Fee
0.438 Fee
0.197 Fee
0.157 Fee
rtical Accurand, and Linco
0.298 Fee
0.303 Fee
0.824 Fee
0.383 Fee
0.242 Fee
al Accuracy nd, and Linco
0.120 Fee
0.424 Fee
0.824 Fee
0.286 Fee
0.261 Fee
and Lincoln
feet RMSE or 0
e system meet
cy oln
et
et
et
et
et
cy oln
et
et
et
et
et
oln
et
et
et
et
et
n Counties
0.386 feet ver
ts the require
rtical accurac
ed specificati
5-6
cy at
ions.
4 GA CountNOAA CoasBurke, RichJune 2012
Vertical
F9
Based on
Table 5.
Approved
Title
LiDAR Sp
Certified
ties of Elevatiostal Services Cehmond, Lincoln
Accuracy C
Fundamental 95% percent c
the analysis o
5 Approved
d By:
pecialist
d Photogramm
on Data enter (CSC) n, Columbia Co
TabSta
Conclusions
Vertical Accuconfidence lev
of the LiDAR
By
metrist #1281
ounties LiDAR R
ble 5.4: Fundatistics for Co
Average Er
Minimum Er
Maximum E
Root mean sq
Std deviati
s – Columbi
uracy (FVA) tevel.
data, the acc
Name
Qian Xia
Report
damental Verolumbia Count
ror -0
rror -0
rror 0
quare 0
ion 0
ia County
ested 0.179 f
curacy of the
Signa
o
rtical Accuracty
0.006 Fee
0.354 Fee
0.334 Fee
0.179 Fee
0.181 Fee
feet RMSE or 0
e system meet
ature
cy
et
et
et
et
et
0.351 feet ver
ts the require
D
J
rtical accurac
ed specificati
Date
June 27, 2012
5-7
cy at
ions.