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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
To: BD20
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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
Antenna type: Unknown External Unknown External
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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
Residuals
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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 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
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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.
Sebelum Sesudah
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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
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