52

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

To: BD20

53

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

Antenna type: Unknown External Unknown External

54

Measured To: Bottom of antenna mount Bottom of antenna mount

Antenna height Measured 0,000m 1,549m

APC 0,000m 1,549m

Tracking Summary

Residuals

55

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 broadcast

200 kilometers

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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

Search method Optimal

57

57

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.

Sebelum Sesudah

64

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.

65

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

Image 1 Image 4 Image 7

Image 2 Image 5 Image 8

Image 3 Image 6 Image 9

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Lampiran F.2 Proses Mosaic Citra Daerah Penelitian Relatif Datar Mosaic citra diproses dengan menggunakan tools Photomerge pada software Adobe Photoshop CS2.

Hasil mosaic dari 9 (sembilan) image