Processed: Sabtu, Feb 23, :06:49 08/01/19, 13:10: /01/19, 13:30:55.000

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Lampiran D.2 Contoh Hasil Pengolahan Baseline

Baseline Summary B20 (ITB1 to BD20)

Processed: Sabtu, Feb 23, 2008 01:06:49

Solution type: L1 fixed

Solution acceptability: Solution acceptable

Ephemeris used: Broadcast

Met Data: Standard

Baseline slope distance: 9751,641m

Elevation mask: 13 degrees

Variance ratio: 8,3

Reference variance: 6,081

RMS: 0,008m

Horizontal Precision 1-sigma (scaled): 0,004m Vertical Precision 1-sigma (scaled): 0,008m

Start time (GPS Time): 08/01/19,

13:10:50.000 1462, 565850,000

Stop time (GPS Time): 08/01/19,

13:30:55.000 1462, 567055,000

Occupation time: 00:20:05.000

Baseline Components (Mark to Mark)

From: ITB1

Grid

Local

WGS 84

Northing 9237452,788m Latitude 6°53'29,48773"S Latitude 6°53'29,48773"S

Easting 788662,937m Longitude 107°36'43,23151"E Longitude 107°36'43,23151"E

Elevation 796,167m Height 817,604m Height 817,604m

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Grid

Local

WGS 84

Northing 9230759,276m Latitude 6°57'05,94707"S Latitude 6°57'05,94707"S

Easting 795760,664m Longitude 107°40'35,49868"E Longitude 107°40'35,49868"E

Elevation 668,966m Height 690,747m Height 690,747m

Baseline:

 Northing -6693,512m NS Fwd

Azimuth 133°00'22"  X -6514,471m

 Easting 7097,727m Ell. Distance 9749,660m  Y -3045,202m

 Elevation -127,202m  Height -126,857m  Z -6586,571m

Standard Errors

Baseline Errors:

 Northing 0,001m  NS Fwd Azimuth 0,027 seconds  X 0,002m  Easting 0,002m  Ell.Distance 0,002m  Y 0,003m  Elevation 0,003m  Height 0,003m  Z 0,001m

Aposteriori Covariance Matrix

X Y Z

X 4,323e-6m2

Y -3,108e-6m2 8,863e-6m2

Z 8,823e-7m2 -9,032e-7m2 1,353e-6m2

Occupations

From To

Point Name: ITB1 BD20

Data file: ITB10190.rnx BD200202.0.rnx

Receiver Type: Unknown Unknown

Receiver Serial Number: 355047

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Measured To: Bottom of antenna mount Bottom of antenna mount

Antenna height Measured 0,000m 1,549m

APC 0,000m 1,549m

Tracking Summary

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Processing Style - Trimble

Default

Elevation Mask 13 degrees Ephemeris Broadcast Solution Type Fixed

Static

Minimum baseline

observation time 120 seconds Maximum baseline length to attempt a fixed solution :

Using

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ephemeris Using precise ephemeris 2000 kilometers

Kinematic

Minimum reference observation time 600 seconds Minimum static initialization observation time 120 seconds Minimum known point initialization ratio 3,000 Minimum OTF

processing time 200 seconds

Global

Frequency type L1 Maximum fixable

cycle slip (static processing only) 600 seconds Maximum iterations (static processing only) 10 Maximum integer search time (static processing only)

30 minutes

Antenna Model Trimble

Quality

Single frequency Dual frequency

Flag Fail Flag Fail RMS acceptance criteria 0,030 0,040 0,020 0,030 Ratio acceptance criteria 3,000 1,500 3,000 1,500 Reference variance 10,000 20,000 5,000 10,000 acceptance criteria Edit multiplier 3,500

Tropo

Model Hopfield Minimum zenith

delay interval 2 hours Use observed met

data Enabled

Iono

Ambiguity resolution pass (static processing only) Enabled Apply to all baselines longer than 10 kilometers

Final pass Enabled Apply to all baselines longer than 5 kilometers

Events

Interpolation method Linear Number of points to fit 2 Maximum allowed missing epochs 0

Time offset 0 microseconds

OTF Search

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Lampiran D.3 Koordinat Geodetik Pengamatan GPS di Daerah Penelitian Relatif

Datar Hasil Pengolahan Trimble Geomatics Office

Adjusted Geodetic Coordinates Cipamokolan Errors are reported using 1,96s.

Kode Nomor

Pengamatan GCP/ICP Latitude N error Longitude E error Height h error

ITB1 6°53'29,55638"S 0,000m 107°36'43,23255"E 0,000m 806,896m 0,000m BM01 1 6°57'06,55329"S 0,001m 107°40'41,69963"E 0,004m 681,840m 0,010m BD01 2 6°57'01,17152"S 0,002m 107°40'40,41381"E 0,002m 682,995m 0,006m BD02 3 6°57'01,68746"S 0,054m 107°40'46,95817"E 0,186m 679,298m 0,103m BD04 4 6°57'01,91960"S 0,049m 107°40'54,03430"E 0,156m 679,016m 0,100m BD05 5 6°57'11,12185"S 0,058m 107°40'52,83904"E 0,151m 678,622m 0,106m BD06 6 6°57'07,51100"S 0,031m 107°40'50,08944"E 0,095m 678,628m 0,064m BD07 7 6°57'05,86571"S 0,036m 107°40'46,19861"E 0,116m 679,077m 0,054m BD08 8 6°57'12,07456"S 0,003m 107°40'41,43717"E 0,005m 679,318m 0,012m BD09 9 6°57'12,29760"S 0,044m 107°40'46,92311"E 0,114m 678,996m 0,046m BD10 10 6°56'54,74236"S 0,040m 107°40'51,68060"E 0,101m 679,280m 0,070m BD11 11 6°56'53,61226"S 0,043m 107°40'47,18380"E 0,163m 680,054m 0,138m BD12 12 6°56'53,80024"S 0,042m 107°40'41,94064"E 0,146m 680,540m 0,147m BD13 13 6°57'01,08858"S 0,005m 107°40'35,65802"E 0,005m 680,450m 0,015m BD14 14 6°57'10,43398"S 0,074m 107°40'30,43521"E 0,135m 679,437m 0,097m BD15 15 6°57'04,77643"S 0,003m 107°40'30,53255"E 0,004m 679,859m 0,012m BD16 16 6°57'00,27899"S 0,003m 107°40'30,47560"E 0,004m 680,024m 0,009m BD17 17 6°56'54,60789"S 0,006m 107°40'34,72750"E 0,004m 680,330m 0,016m BD18 18 6°56'52,40188"S 0,003m 107°40'30,75819"E 0,003m 680,262m 0,010m BD19 19 6°57'11,02175"S 0,003m 107°40'35,11585"E 0,003m 679,537m 0,010m BD20 20 6°57'06,01608"S 0,002m 107°40'35,50011"E 0,003m 680,042m 0,006m

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Lampiran D.4 Koordinat TM3° Pengamatan GPS di Daerah Penelitian Relatif

Datar Hasil Konversi dari Koordinat Geodetik dengan Menggunakan Software

bpn_indx

Kode

Nomor

Koordinat TM3°

Pengamatan GCP/ICP

(X)

(Y)

ITB1

322895,094

737868,872

BM01 1 330200,242

731184,551

BD01 2 330161,180

731349,992

BD02 3 330362,050

731333,641

BD04 4 330579,267

731325,967

BD05 5 330541,867

731043,339

BD06 6 330457,732

731154,485

BD07 7 330338,412

731205,331

BD08 8 330191,763

731014,942

BD09 9 330360,161

731007,670

BD10 10 330507,559

731546,653

BD11 11 330369,595

731581,717

BD12 12 330208,616

731576,343

BD13 13 330015,185

731352,904

BD14 14 329854,134

731066,185

BD15 15 329857,554

731239,993

BD16 16 329856,149

731378,172

BD17 17 329987,113

731552,080

BD18 18 329865,425

731620,157

BD19 19 329997,782

731047,770

BD20 20 330009,961

731201,529

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Lampiran D.5 Koordinat TM3° Titik GCPs/ICPs Pengamatan GPS di Daerah

Penelitian Relatif Datar

Kode Nomor Koordinat TM3°

Pengamatan GCP/ICP (X) X error (Y) Y error

ITB1 322895,094 0,000m 737868,872 0,000m BM01 1 330200,242 0,004m 731184,551 0,001m BD01 2 330161,180 0,002m 731349,992 0,002m BD02 3 330362,050 0,186m 731333,641 0,054m BD04 4 330579,267 0,156m 731325,967 0,049m BD05 5 330541,867 0,151m 731043,339 0,058m BD06 6 330457,732 0,095m 731154,485 0,031m BD07 7 330338,412 0,116m 731205,331 0,036m BD08 8 330191,763 0,005m 731014,942 0,003m BD09 9 330360,161 0,114m 731007,670 0,044m BD10 10 330507,559 0,101m 731546,653 0,040m BD11 11 330369,595 0,163m 731581,717 0,043m BD12 12 330208,616 0,146m 731576,343 0,042m BD13 13 330015,185 0,005m 731352,904 0,005m BD14 14 329854,134 0,135m 731066,185 0,074m BD15 15 329857,554 0,004m 731239,993 0,003m BD16 16 329856,149 0,004m 731378,172 0,003m BD17 17 329987,113 0,004m 731552,080 0,006m BD18 18 329865,425 0,003m 731620,157 0,003m BD19 19 329997,782 0,003m 731047,770 0,003m BD20 20 330009,961 0,003m 731201,529 0,002m

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Lampiran D.6 Koordinat Geodetik Pengamatan GPS di Daerah Penelitian Relatif

Berbukit Hasil Pengolahan Trimble Geomatics Office

Errors are reported using 1,96s.

Kode Nomor Latitude N error Longitude E error Height h error

Pengamatan GCP/ICP ITB1 6°53'29,55638"S 0,000m 107°36'43,23255"E 0,000m 806,896m 0,000m LL01 1 6°51'14,70846"S 0,064m 107°35'58,72519"E 0,196m 983,478m 0,122m LL02 2 6°51'07,27602"S 0,075m 107°36'01,27824"E 0,205m 994,150m 0,154m LL03 3 6°51'02,29379"S 0,055m 107°36'02,26126"E 0,138m 1000,494m 0,112m LL04 4 6°50'58,50420"S 0,016m 107°36'02,71710"E 0,132m 1006,115m 0,098m LL05 5 6°51'01,53165"S 0,068m 107°35'56,58764"E 0,169m 1006,060m 0,139m LL06 6 6°51'04,86795"S 0,072m 107°35'56,03036"E 0,239m 998,747m 0,138m LL08 7 6°51'01,51119"S 0,039m 107°35'50,04274"E 0,206m 1000,367m 0,065m LL09 8 6°51'11,79231"S 0,003m 107°35'48,74370"E 0,005m 982,025m 0,017m LL10 9 6°51'17,19265"S 0,056m 107°35'50,06710"E 0,141m 973,815m 0,071m LL11 10 6°51'13,36541"S 0,003m 107°35'54,33235"E 0,003m 982,016m 0,008m II12 11 6°50'56,98111"S 0,005m 107°35'47,10208"E 0,005m 1011,201m 0,010m II13 12 6°50'56,65390"S 0,005m 107°35'41,60860"E 0,252m 1018,016m 0,004m II14 13 6°51'01,74051"S 0,062m 107°35'38,66414"E 0,220m 1005,235m 0,224m II15 14 6°51'03,11488"S 0,068m 107°35'42,61475"E 0,219m 999,217m 0,171m II16 15 6°51'10,06570"S 0,003m 107°35'45,39542"E 0,004m 984,394m 0,016m II17 16 6°51'16,05409"S 0,003m 107°35'44,00817"E 0,004m 972,956m 0,017m II18 17 6°51'14,71600"S 0,246m 107°35'40,25200"E 0,071m 981,161m 0,038m LL19 18 6°50'58,41895"S 0,002m 107°35'54,48999"E 0,003m 1013,469m 0,005m II20 19 6°51'07,51183"S 0,003m 107°35'37,35673"E 0,004m 997,430m 0,008m

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Lampiran D.7 Koordinat TM3° Pengamatan GPS di Daerah Penelitian Relatif

Berbukit Hasil Konversi dari Koordinat Geodetik dengan Menggunakan Software

bpn_indx

Kode

Nomor

Koordinat TM3°

Pengamatan

GCP/ICP

(X)

(Y)

ITB1

322895,094

737868,872

LL01

1

321538,115

742014,829

LL02

2

321617,030

742242,988

LL03

3

321647,564

742395,982

LL04

4

321661,828

742512,374

LL05

5

321473,408

742419,796

LL06

6

321456,062

742317,337

LL08

7

321272,447

742420,884

LL09

8

321231,838

742105,119

LL10

9

321272,094

741939,118

LL11

10

321403,327

742056,398

II12

11

321182,471

742560,263

II13

12

321013,815

742570,700

II14

13

320923,048

742414,636

II15

14

321044,256

742372,136

II16

15

321129,150

742158,399

II17

16

321086,134

741974,521

II18

17

320970,895

742015,893

LL19

18

321409,218

742515,571

II20

19

320882,500

742237,421

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Lampiran D.8 Koordinat TM3° Titik GCPs/ICPs Pengamatan GPS di Daerah

Penelitian Relatif Berbukit

Kode Nomor Koordinat TM3°

Pengamatan GCP X X error Y Y error

ITB1 322895,094 0,000m 737868,872 0,000m LL01 1 321538,115 0,196m 742014,829 0,064m LL02 2 321617,030 0,205m 742242,988 0,075m LL03 3 321647,564 0,138m 742395,982 0,055m LL04 4 321661,828 0,132m 742512,374 0,016m LL05 5 321473,408 0,169m 742419,796 0,068m LL06 6 321456,062 0,239m 742317,337 0,072m LL08 7 321272,447 0,206m 742420,884 0,039m LL09 8 321231,838 0,005m 742105,119 0,003m LL10 9 321272,094 0,141m 741939,118 0,056m LL11 10 321403,327 0,003m 742056,398 0,003m II12 11 321182,471 0,005m 742560,263 0,005m II13 12 321013,815 0,252m 742570,700 0,005m II14 13 320923,048 0,220m 742414,636 0,062m II15 14 321044,256 0,219m 742372,136 0,068m II16 15 321129,150 0,004m 742158,399 0,003m II17 16 321086,134 0,004m 741974,521 0,003m II18 17 320970,895 0,071m 742015,893 0,246m LL19 18 321409,218 0,003m 742515,571 0,002m II20 19 320882,500 0,004m 742237,421 0,003m

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Lampiran E.1 Proses Penajaman Citra

Agar tampilan obyek pada citra yang diperoleh dari google earth dapat lebih jelas

dan lebih mudah diidentifikasi maka dilakukan penajaman citra dengan

menggunakan software ER Mapper 7.0.

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Lampiran E.2 Proses Pemotongan Citra Bahan Mosaic

dilakukan cropping dengan Adobe Photoshop CS2

Tampilan skala garis, koordinat, streaming, eye alt dan teks google earth pada

citra yang diperoleh dari google earth untuk bahan mosaic dipotong dengan

menggunakan software Adobe Photoshop CS2. Pemotongan dilakukan agar pada

citra hasil akhir mosaic tidak terdapat teks pada daerah yang saling bertampalan,

sehingga tidak menghalangi tampilan obyek pada citra.

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Lampiran F.1 Proses Perolehan Citra dari Google Earth untuk Bahan Mosaic

Citra Daerah Penelitian Relatif Datar

Citra diperoleh dari Google Earth pada tampilan skala garis 100 m, eye alt 345 m, streaming 100%, tidak menggunakan fasilitas terrain dan disimpan dengan ukuran Screen (794 x 659 pixel)

Untuk mempermudah dalam mengidentifikasi batas antar wilayah yang akan di mosaic, gunakan tools add placemark pada aplikasi Google Earth