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

52 Lampiran D.2 Contoh Hasil Pengolahan Baseline Baseline Summary B20 (ITB1 to BD20) Processed: Sabtu, Feb 23, 2008 01:06:49 Solution type: Solution acceptability: Ephemeris used: Met Data: L1 fixed Solution acceptable Broadcast 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): Stop time (GPS Time): 08/01/19, 13:10:50.000 08/01/19, 13:30:55.000 1462, 565850,000 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 Easting 0,002m NS Fwd Azimuth Ell.Distance 0,027 seconds X 0,002m 0,002m Y 0,003m Elevation 0,003m Height 0,003m Z 0,001m Aposteriori Covariance Matrix X Y Z X 4,323e-6m 2 Y -3,108e-6m 2 8,863e-6m 2 Z 8,823e-7m 2-9,032e-7m 2 1,353e-6m 2 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 Ephemeris Solution Type 13 degrees Broadcast Fixed Static Minimum baseline observation time 120 seconds Maximum baseline length to attempt a fixed solution : Using broadcast 200 kilometers

56 ephemeris Using precise ephemeris Kinematic Minimum reference observation time 2000 kilometers 600 seconds acceptance criteria Edit multiplier Tropo 3,500 Minimum static initialization observation time Minimum known point initialization ratio 120 seconds 3,000 Model Minimum zenith delay interval Use observed met data Hopfield 2 hours Enabled Minimum OTF processing time Global Frequency type 200 seconds L1 Iono Ambiguity resolution pass (static processing only) Enabled Maximum fixable cycle slip (static processing only) 600 seconds Apply to all baselines longer than 10 kilometers Maximum iterations (static processing only) Maximum integer search time (static processing only) Antenna Model 10 30 minutes Trimble Final pass Apply to all baselines longer than Events Interpolation method Enabled 5 kilometers Linear Quality Single frequency Dual frequency Number of points to fit 2 RMS acceptance criteria Flag Fail Flag Fail 0,030 0,040 0,020 0,030 Maximum allowed missing epochs Time offset 0 0 microseconds Ratio acceptance criteria Reference variance 3,000 1,500 3,000 1,500 10,000 20,000 5,000 10,000 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

58 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

59 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

60 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

61 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

62 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

63 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

66 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