DAFTAR PUSTAKA Abidin, H.Z Abidin, H.Z., Ashbly N and JJ. Spilker. Jr., (1997), Badan Pertanahan Nasional, Badan Pertanahan Nasional,

54

DAFTAR PUSTAKA 1.

Abidin, H.Z (1997), Pemanfaatan GPS Dalam Bidang Pertanahan, Majalah Survey dan Pemetaan Vol XII, No1, Maret 1997, Ikatan Surveyor Indonesia, Bandung.

2.

Abidin, H.Z., (2000), Penentuan Posisi dengan GPS dan Aplikasinya, Cetakan Kedua, PT. Prandnya Paramitha, Jakarta.

3.

Ashbly N and JJ. Spilker. Jr., (1997), Chap 18 in The Global Positioning System : Theory and Applications, Vol I, B.W. Parkinson, JJ. Spilker Jr. Eds. American Institute of Aeronautics and Astronautics Inc., Washington DC.

4.

Badan Pertanahan Nasional, (1997), Peraturan Pemerintah No 24 Tahun 1997 Tentang Pendaftaran Tanah.

5.

Badan Pertanahan Nasional, (1997), Peraturan Menteri Negara Agraria/Kepala Badan Pertanahan Nasional Nomor 3 Tahun 1997 tentang Ketentuan Pelaksanaan PP Nomor 24 Tahun 1997.

6.

Badan Pertanahan Nasional, (1998), Petunjuk Teknis PMNA/Kepala BPN Nomor 3 Tahun 1997, Materi Pengukuran dan Pemetaan Pendaftaran Tanah.

7.

Badan Pertanahan Nasional, (2003), Standarisasi Spesifikasi Teknis Pengukuran Kerangka Dasar Kadastraal, Ref. No. 01.0-STD-PT.03

8.

Badan Pertanahan Nasional, (2003), Standarisasi Pemetaan Indeks Grafis Dan Up Dating Peta Pendaftaran Tanah dan Kontrol Kualitas, Ref. No. 04.00-STD-PT.03.

9.

Budiman, I (2007), Peningkatan Kualitas Data Spasial PBBMenggunakan Transformasi Koordinat dengan Pendekatan Iterative Closest Point (ICP) Algorithm terhadap Segmentasi Objek di Citra QuicBird, Tesis Program Magister Administrasi Pertanahan, ITB, Bandung

10.

Danoedoro, P. (1996), Pengolahan Citra Digital Teori dan Aplikasinya dalam Bidang Penginderaan Jauh, Fakultas Geografi, Universitas Gadjah Mada, Yogyakarta

11.

Hermanses, (1965), Pendaftaran Tanah di Indonesia, Jakarta

12.

Jensen, Jr (1996), Introductory Digital Image Processing: A Remote Sensing Perspective, Prentice Hall, New Jersey

13.

Lillesand, T. W. dan Kiefer, R.W. (1997). Penginderaan Jauh dan Intepretasi Citra. Penerjemah Dulbahri, P. Suharsono, Hartono, dan Suharyadi. Penyunting Sutanto. Gadjah Mada University Press, Yogyakarta

14.

Munir Rinaldi (2004), Pengolahan Citra Digital dengan Pendekatam Algoritmik, Penerbit Informatika, Bandung

15.

PCI, 2001a, (2001), Polynomial Transformations, GEO_Intelligence Solution, Richmond Hill, Ontario, Canada.

Created with Print2PDF. To remove this line, buy a license at: http://www.software602.com/

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16.

Purwadhi, F.S.H. (2001), Interpretasi Citra Digital, Cetakan Pertama, PT. Gramedia Widiasarana Indonesia, Jakarta

17.

Purworahardjo, Umaryono (1994), Sistem Dan Transformasi Koordinat, Lab. Pemetaan Darat Jurusan Teknik Geodesi, ITB, Bandung.

18.

Purworahardjo, Umaryono (2000), Hand Out Sistem Dan Transformasi Koordinat, Jurusan Teknik Geodesi, ITB, Bandung

19.

USGS, (1999), Map Accuracy Standards, http://mac.usgs.gov/mac/isb/pubs/factsheets/fs17199.html

20.

Wellenhof, B.H., Lichtenegger. H., and Collins, J. (1992), Global Positioning System Theory and Practice, Third Edition, Springer Verlag Wien, New York.

21.

Wolf, R.P. (1993), Elemen Fotogrametri, Penterjemah Gunadi, Totok Gunawan, Zuharnen Penyunting Sutanto, Gadjah Mada University Press, Yogyakarta.


Lampiran A PENYEBARAN DISTRIBUSI GCP DAN SIMPANGANNYA


57

PETA SEBARAN GCP Keterangan Titik sekutu Titik sampel Ellips kesalahan


58 PETA SEBARAN GCP Keterangan Titik sekutu Titik sampel Ellips kesalahan


59

Lampiran B

Report Hasil Pengolahan Citra QuickBird Independent Dan Citra QuickBird Utuh


60

Report Kanan Atas Residual Error Report Residual Units: Image Pixels Residual Info for 1 Images GCPs: 6 X RMS 2.09 Y RMS 2.79 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res p23-03 6.24 p23-02 4.14 pkna-01 2.14 pkna-03 0.07 pkna-02 0.02 pkna-04 0.01

Res X Res Y Type Photo ID 3.73 -4.99 GCP kananatas -2.48 3.32 GCP kananatas -1.28 1.72 GCP kananatas 0.04 -0.06 GCP kananatas -0.01 0.01 GCP kananatas -0.00 0.00 GCP kananatas

Photo X Photo Y Comp X Comp Y 27.6 781.9 31.3 776.9 7.5 1102.5 5.0 1105.8 100.0 113.5 98.7 115.2 1046.3 13.0 1046.3 12.9 1527.0 988.9 1527.0 988.9 2316.9 394.0 2316.9 394.0

Residual Error Report Residual Units: Ground Units Residual Info for 1 Image GCPs: 6 X RMS 0.00 Y RMS 0.00 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res pkna-03 0.000 pkna-01 0.000 p23-02 0.000 p23-03 0.000 pkna-04 0.000 pkna-02 0.000

Res X Res Y Type Photo ID Ground X Ground Y Ground Z Comp X Comp Y -0.000 -0.000 GCP kananatas 185487.870 1500792.533 185487.87 1500792.53 0.000 0.000 GCP kananatas 184921.109 1500730.576 184921.11 1500730.58 0.000 0.000 GCP kananatas 184862.776 1500135.149 184862.78 1500135.15 -0.000 0.000 GCP kananatas 184879.269 1500332.854 184879.27 1500332.85 0.000 0.000 GCP kananatas 186250.713 1500565.255 186250.71 1500565.26 0.000 0.000 GCP kananatas 185775.938 1500205.715 185775.94 1500205.72


61

Report Kanan Bawah Residual Error Report Residual Units: Image Pixels Residual Info for 1 Images GCPs: 6 X RMS 0.19 Y RMS 0.08 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID p35-01 p40-01 pknb-01 p34-02 pknb-02 p34-04

Res 0.35 0.28 0.09 0.04 0.01 0.01

Res X Res Y Type Photo ID Photo X Photo Y Comp X Comp Y 0.32 -0.14 GCP kananbawah 213.9 2346.1 214.2 2345.9 -0.25 0.11 GCP kananbawah 204.0 3280.5 203.8 3280.6 -0.08 0.04 GCP kananbawah 364.8 29.3 364.7 29.4 0.04 -0.02 GCP kananbawah 1333.1 2985.7 1333.1 2985.7 -0.01 0.00 GCP kananbawah 1581.7 38.9 1581.7 38.9 -0.01 0.00 GCP kananbawah 2347.9 2791.5 2347.9 2791.5

Residual Error Report Residual Units: Ground Units Residual Info for 1 Images GCPs: 6 X RMS 0.00 Y RMS 0.00 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID pknb-01 p40-01 p34-02 p34-04 p35-01 pknb-02

Res 0.000 0.000 0.000 0.000 0.000 0.000

Res X Res Y Type Photo ID Ground X Ground Y Ground Z Comp X Comp Y 0.000 0.000 GCP kananbawah 185078.298 1500067.094 185078.30 1500067.09 0.000 0.000 GCP kananbawah 184982.810 1498114.540 184982.81 1498114.54 -0.000 -0.000 GCP kananbawah 185659.063 1498285.537 185659.06 1498285.54 0.000 0.000 GCP kananbawah 186266.365 1498405.424 186266.36 1498405.42 -0.000 -0.000 GCP kananbawah 184985.708 1498675.317 184985.71 1498675.32 -0.000 -0.000 GCP kananbawah 185810.359 1500059.775 185810.36 1500059.77


62

Report Kiri Atas Residual Error Report Residual Units: Image Pixels Residual Info for 1 Images GCPs: 8 X RMS 0.52 Y RMS 1.15 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res Res X Res Y Type Photo ID Photo X p19-03 1.76 0.62 -1.65 GCP kiriataslebar 5248.3 p23-04 1.76 -0.37 1.71 GCP kiriataslebar 6162.2 p19-01 1.54 0.54 1.44 GCP kiriataslebar 5320.7 pkra-01 0.97 -0.96 0.10 GCP kiriataslebar 4344.8 p22-04 0.90 0.25 -0.86 GCP kiriataslebar 6087.5 p19-02 0.84 -0.28 -0.79 GCP kiriataslebar 6279.5 pkra-02 0.32 0.20 0.25 GCP kiriataslebar 2834.0 pkra-03 0.20 0.00 -0.20 GCP kiriataslebar 2506.7

Photo Y Comp X Comp Y 2921.8 5248.9 2920.1 3043.2 6161.9 3044.9 2316.4 5321.2 2317.9 2796.8 4343.8 2796.9 3059.5 6087.8 3058.6 2215.5 6279.2 2214.7 3039.5 2834.2 3039.8 1955.0 2506.7 1954.8

Residual Error Report Residual Units: Ground Units Residual Info for 1 Images GCPs: 8 X RMS 0.08 Y RMS 0.62 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res Res X Res Y Type Photo ID Ground X Ground Y Ground Z Comp X Comp Y p19-01 1.079 -0.103 1.074 GCP kiriataslebar 184125.377 1500610.314 0.00 184125.27 1500611.39 p23-04 0.703 -0.111 0.694 GCP kiriataslebar 184625.326 1500171.953 0.00 184625.22 1500172.65 p19-03 0.601 0.017 -0.601 GCP kiriataslebar 184080.291 1500249.287 0.00 184080.31 1500248.69 p19-02 0.582 0.057 -0.580 GCP kiriataslebar 184697.974 1500669.276 0.00 184698.03 1500668.70 pkra-01 0.451 0.069 -0.445 GCP kiriataslebar 183538.377 1500324.204 0.00 183538.45 1500323.76 p22-04 0.289 0.087 -0.275 GCP kiriataslebar 184581.075 1500163.984 184581.16 1500163.71 pkra-02 0.248 -0.026 0.247 GCP kiriataslebar 182629.775 1500176.797 0.00 182629.75 1500177.04 pkra-03 0.114 0.009 -0.113 GCP kiriataslebar 182434.976 1500827.066 0.00 182434.99 1500826.95


63

Report Kiri Bawah Residual Error Report Residual Units: Ground Units Residual Info for 1 Images GCPs: 8 X RMS 0.47 Y RMS 0.59 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res Res X Res Y Type Photo ID Ground X Ground Y Ground Z Comp X Comp Y pkrb-02 0.933 -0.476 -0.802 GCP kiribawaholah 181189.857 1499304.718 181189.38 1499303.92 p36-02 0.910 -0.313 0.855 GCP kiribawaholah 184819.352 1498778.407 184819.04 1498779.26 pkrb-06 0.772 -0.693 -0.340 GCP kiribawaholah 183298.003 1499938.666 183297.31 1499938.33 pkrb-05 0.722 0.625 0.362 GCP kiribawaholah 182816.098 1498992.589 182816.72 1498992.95 p36-01 0.681 0.002 -0.681 GCP kiribawaholah 184835.922 1498275.124 184835.92 1498274.44 pkrb-03 0.659 0.382 0.537 GCP kiribawaholah 181102.786 1500040.553 181103.17 1500041.09 p23-05 0.488 0.467 -0.141 GCP kiribawaholah 184627.775 1499728.614 184628.24 1499728.47 pkrb-01 0.211 0.007 0.210 GCP kiribawaholah 181379.319 1498070.439 181379.33 1498070.65 Residual Error Report Residual Units: Image Pixels Residual Info for 1 Images GCPs: 8 X RMS 0.79 Y RMS 0.98 Check Points: 0 X RMS Y RMS Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res Res X Res Y Type Photo ID Photo X Photo Y Comp X Comp Y pkrb-02 1.58 0.81 -1.36 GCP kiribawaholah 433.1 1299.0 433.9 1297.6 p36-02 1.51 0.53 1.41 GCP kiribawaholah 6484.2 2176.3 6484.7 2177.7 pkrb-06 1.27 1.14 -0.55 GCP kiribawaholah 3947.5 246.4 3948.7 245.9 pkrb-05 1.18 -1.03 0.59 GCP kiribawaholah 3147.9 1819.1 3146.8 1819.6 p36-01 1.12 -0.01 -1.12 GCP kiribawaholah 6511.7 3017.1 6511.7 3015.9 pkrb-03 1.11 -0.65 0.91 GCP kiribawaholah 287.8 71.4 287.2 72.3 p23-05 0.81 -0.78 -0.23 GCP kiribawaholah 6165.4 597.1 6164.6 596.9 pkrb-01 0.37 -0.02 0.36 GCP kiribawaholah 748.3 3356.2 748.3 3356.6


64

Report Citra Utuh Gabungan Residual Error Report Residual Units: Ground Units Residual Info for 1 Images GCPs: 26 X RMS 0.90 Y RMS 1.06 Check Points: 3 X RMS 2.64 Y RMS 1.43 Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res Res X Res Y Type Photo ID Ground X Ground Y Ground Z Comp X Comp Y p23-02 3.039 3.039 0.044 Check gabungan_citra 184862.776 1500135.149 0.00 184865.81 1500135.19 p19-03 2.229 -1.604 -1.549 GCP gabungan_citra 184080.291 1500249.287 0.00 184078.69 1500247.74 p23-04 2.131 0.863 1.949 Check gabungan_citra 184625.326 1500171.953 0.00 184626.19 1500173.90 pkna-01 2.082 0.697 1.962 GCP gabungan_citra 184921.109 1500730.576 0.00 184921.81 1500732.54 pkra-01 2.069 -1.399 -1.524 GCP gabungan_citra 183538.377 1500324.204 0.00 183536.98 1500322.68 p35-01 2.060 1.985 0.549 Check gabungan_citra 184985.708 1498675.317 0.00 184987.69 1498675.87 pkrb-05 1.965 1.387 1.391 GCP gabungan_citra 182816.098 1498992.589 0.00 182817.49 1498993.98 p19-01 1.938 -1.932 0.161 GCP gabungan_citra 184125.377 1500610.314 0.00 184123.45 1500610.48 pkna-04 1.864 -0.080 -1.862 GCP gabungan_citra 186250.713 1500565.255 0.00 186250.63 1500563.39 p19-02 1.782 -0.250 1.765 GCP gabungan_citra 184697.974 1500669.276 0.00 184697.72 1500671.04 p36-01 1.574 -0.091 -1.572 GCP gabungan_citra 184835.922 1498275.124 0.00 184835.83 1498273.55 p34-02 1.483 0.060 1.482 GCP gabungan_citra 185659.063 1498285.537 0.00 185659.12 1498287.02 p22-04 1.404 0.879 1.094 GCP gabungan_citra 184581.075 1500163.984 0.00 184581.95 1500165.08 pkrb-06 1.401 1.357 0.350 GCP gabungan_citra 183298.003 1499938.666 0.00 183299.36 1499939.02 p34-01 1.354 -1.243 0.537 GCP gabungan_citra 185741.266 1498632.160 0.00 185740.02 1498632.70 p23-05 1.282 -0.129 -1.276 GCP gabungan_citra 184627.775 1499728.614 0.00 184627.65 1499727.34 pkra-02 1.233 1.116 0.524 GCP gabungan_citra 182629.775 1500176.797 0.00 182630.89 1500177.32 p34-04 1.027 0.996 0.248 GCP gabungan_citra 186266.365 1498405.424 0.00 186267.36 1498405.67 pkna-03 0.975 0.932 -0.288 GCP gabungan_citra 185487.870 1500792.533 0.00 185488.80 1500792.24 pkra-03 0.967 0.704 -0.662 GCP gabungan_citra 182434.976 1500827.066 0.00 182435.68 1500826.40 pkrb-02 0.946 -0.858 0.399 GCP gabungan_citra 181189.857 1499304.718 0.00 181189.00 1499305.12 pknb-01 0.911 0.741 0.530 GCP gabungan_citra 185078.298 1500067.094 0.00 185079.04 1500067.62 p36-02 0.831 -0.057 -0.829 GCP gabungan_citra 184819.352 1498778.407 0.00 184819.30 1498777.58 p23-03 0.640 -0.244 -0.592 GCP gabungan_citra 184879.269 1500332.854 0.00 184879.02 1500332.26 pkna-02 0.595 0.045 0.593 GCP gabungan_citra 185775.938 1500205.715 0.00 185775.98 1500206.31


65 p40-01 0.522 -0.328 -0.407 GCP gabungan_citra 184982.810 1498114.540 0.00 184982.48 1498114.13 pknb-02 0.428 -0.427 -0.037 GCP gabungan_citra 185810.359 1500059.775 0.00 185809.93 1500059.74 pkrb-03 0.361 -0.213 -0.292 GCP gabungan_citra 181102.786 1500040.553 0.00 181102.57 1500040.26 pkrb-01 0.159 -0.060 -0.147 GCP gabungan_citra 181379.319 1498070.439 0.00 181379.26 1498070.29 RMS (x, y) for worst 5% of points in list: 3.04, 0.04 Residual Info for gabungan_citra GCPs: 26 X RMS 0.90 Y RMS 1.06 Check Points: 3 X RMS 2.64 Y RMS 1.43 Tie Points: 0 X RMS Y RMS Residual Error Report Residual Units: Image Pixels Residual Info for 1 Images GCPs: 26 X RMS 1.50 Y RMS 1.76 Check Points: 3 X RMS 4.40 Y RMS 2.39 Tie Points: 0 X RMS Y RMS Listing: GCPs only All Images Point ID Res Res X Res Y Type Photo ID Photo X Photo Y Comp X Comp Y p23-02 5.07 -5.07 0.08 Check gabungan_citra 6561.0 3109.0 6555.9 3109.1 p19-03 3.72 2.67 -2.58 GCP gabungan_citra 5248.0 2922.0 5250.7 2919.4 p23-04 3.55 -1.43 3.25 Check gabungan_citra 6161.3 3044.8 6159.8 3048.0 pkna-01 3.47 -1.16 3.27 GCP gabungan_citra 6652.5 2113.0 6651.3 2116.3 pkra-01 3.45 2.33 -2.54 GCP gabungan_citra 4344.5 2797.0 4346.8 2794.5 p35-01 3.43 -3.31 0.92 Check gabungan_citra 6765.5 5538.5 6762.2 5539.4 pkrb-05 3.27 -2.31 2.31 GCP gabungan_citra 3146.8 5011.5 3144.4 5013.8 p19-01 3.23 3.22 0.27 GCP gabungan_citra 5321.5 2317.0 5324.7 2317.3 pkna-04 3.10 0.13 -3.10 GCP gabungan_citra 8869.8 2392.8 8869.9 2389.7 p19-02 2.97 0.42 2.94 GCP gabungan_citra 6279.0 2215.8 6279.4 2218.7 p36-01 2.62 0.16 -2.61 GCP gabungan_citra 6511.7 6207.9 6511.9 6205.3 p34-02 2.46 -0.10 2.46 GCP gabungan_citra 7885.0 6183.0 7884.9 6185.5 p22-04 2.34 -1.46 1.82 GCP gabungan_citra 6087.5 3059.5 6086.0 3061.3 pkrb-06 2.33 -2.26 0.58 GCP gabungan_citra 3949.3 3436.8 3947.0 3437.3 p34-01 2.26 2.08 0.89 GCP gabungan_citra 8020.4 5608.1 8022.5 5609.0


66 p23-05 2.14 0.22 -2.13 GCP gabungan_citra pkra-02 2.05 -1.86 0.87 GCP gabungan_citra p34-04 1.71 -1.66 0.41 GCP gabungan_citra pkna-03 1.63 -1.56 -0.48 GCP gabungan_citra pkra-03 1.61 -1.18 -1.10 GCP gabungan_citra pkrb-02 1.58 1.43 0.66 GCP gabungan_citra pknb-01 1.52 -1.23 0.89 GCP gabungan_citra p36-02 1.38 0.10 -1.38 GCP gabungan_citra p23-03 1.07 0.40 -0.99 GCP gabungan_citra pkna-02 0.99 -0.07 0.99 GCP gabungan_citra p40-01 0.87 0.55 -0.68 GCP gabungan_citra pknb-02 0.72 0.71 -0.06 GCP gabungan_citra pkrb-03 0.60 0.36 -0.48 GCP gabungan_citra pkrb-01 0.27 0.09 -0.25 GCP gabungan_citra RMS (x, y) for worst 5% of points in list: 5.07, 0.08

6164.6 3788.9 6164.8 3786.8 2834.3 3038.8 2832.4 3039.6 8899.9 5983.5 8898.2 5983.9 7598.0 2012.8 7596.4 2012.3 2506.7 1955.0 2505.5 1953.9 432.3 4491.0 433.7 4491.7 6916.8 3221.3 6915.6 3222.2 6484.7 5369.7 6484.8 5368.3 6582.5 2780.5 6582.9 2779.5 8079.0 2988.9 8078.9 2989.9 6756.0 6472.5 6756.5 6471.8 8136.0 3233.0 8136.7 3232.9 287.2 3264.3 287.6 3263.8 748.3 6548.6 748.4 6548.4


67

Lampiran C

Hasil Pengamatan Titik Sampel Pengolahan Citra Independent dan Citra Utuh beserta Residualnya


68 Hasil Pengamatan Titik Sampel Pengolahan Citra Ground

NO TITIK

Citra X (m)

Citra Utuh

X (m)

Y (m)

Y (m)

X (m)

Y (m)

P19.001

184,125.377

1,500,610.314

184,132.140

1,500,609.703

184,131.639

1,500,609.483

P19.002

184,697.974

1,500,669.277

184,698.091

1,500,668.371

184,697.499

1,500,670.757

P19.003

184,080.291

1,500,249.287

184,078.465

1,500,248.458

184,078.835

1,500,248.047

P22.001

184,362.031

1,499,784.074

184,364.760

1,499,788.426

184,364.851

1,499,787.601

P22.002

184,021.467

1,499,811.654

184,022.307

1,499,813.048

184,023.825

1,499,813.827

P22.003

184,071.477

1,500,182.981

184,069.814

1,500,185.991

184,072.790

1,500,185.147

P22.004

184,581.075

1,500,163.984

184,579.885

1,500,163.203

184,581.101

1,500,164.979

P23.001

185,043.372

1,500,193.869

185,043.149

1,500,191.811

185,043.558

1,500,197.600

P23.002

184,862.776

1,500,135.149

184,863.751

1,500,134.241

184,862.713

1,500,136.934

P23.003

184,879.269

1,500,332.854

184,879.545

1,500,330.506

184,880.707

1,500,333.530

P23.004

184,625.326

1,500,171.953

184,625.628

1,500,173.959

184,628.332

1,500,177.468

P23.005

184,627.775

1,499,728.614

184,630.935

1,499,728.356

184,630.468

1,499,727.216

P30.001

183,910.296

1,498,958.879

183,909.432

1,498,961.904

183,910.324

1,498,962.056

P30.002

184,106.176

1,498,951.614

184,104.014

1,498,952.995

184,104.039

1,498,952.125

P30.003

184,062.170

1,498,591.548

184,063.818

1,498,589.391

184,063.764

1,498,590.181

P31.001

184,801.044

1,499,165.556

184,800.132

1,499,167.769

184,798.992

1,499,166.483

P31.002

184,476.767

1,499,039.173

184,479.419

1,499,039.986

184,478.213

1,499,040.881

P34.001

185,741.266

1,498,632.160

185,736.304

1,498,626.206

185,740.551

1,498,631.660

P34.002

185,659.064

1,498,285.537

185,659.669

1,498,285.259

185,659.802

1,498,290.016

P34.004

186,266.365

1,498,405.424

186,265.929

1,498,404.150

186,267.021

1,498,404.859

P35.001

184,985.708

1,498,675.317

184,986.023

1,498,674.843

184,986.967

1,498,675.716

P35.002

185,619.066

1,498,645.144

185,618.510

1,498,639.438

185,620.655

1,498,644.885

P35.003

184,934.273

1,498,337.389

184,933.375

1,498,338.150

184,935.568

1,498,338.286

P35.005

185,163.639

1,498,362.369

185,164.475

1,498,361.798

185,165.381

1,498,364.724

P36.001

184,835.922

1,498,275.124

184,836.420

1,498,274.200

184,835.420

1,498,272.793

P36.003

184,417.949

1,498,576.199

184,419.072

1,498,575.313

184,419.042

1,498,574.824

P36.005

184,215.016

1,498,231.995

184,216.112

1,498,236.182

184,215.146

1,498,232.453

P37.001

183,984.557

1,498,200.577

183,992.407

1,498,196.927

183,989.394

1,498,197.146

P37.002

183,846.060

1,498,149.845

183,844.994

1,498,143.713

183,844.908

1,498,146.584

P37.003

183,289.837

1,497,935.975

183,289.572

1,497,936.367

183,290.713

1,497,934.689

P37.004

183,545.860

1,498,189.856

183,547.326

1,498,190.244

183,546.473

1,498,189.148

P37.005

183,849.769

1,498,597.174

183,849.676

1,498,596.657

183,850.361

1,498,596.676

P40.001

184,982.811

1,498,114.541

184,983.072

1,498,113.278

184,983.888

1,498,113.002

P40.002

185,202.790

1,497,980.116

185,203.342

1,497,975.943

185,202.378

1,497,977.775

P40.004X

185,259.714

1,498,289.572

185,258.354

1,498,282.742

185,258.612

1,498,286.450


69

Residual Dari Pengamatan Titik Sampel NO TITIK P19.001 P19.002 P19.003 P22.001 P22.002 P22.003 P22.004 P23.001 P23.002 P23.003 P23.004 P23.005 P30.001 P30.002 P30.003 P31.001 P31.002 P34.001 P34.002 P34.004 P35.001 P35.002 P35.003 P35.005 P36.001 P36.003 P36.005 P37.001 P37.002 P37.003 P37.004 P37.005 P40.001 P40.002 P40.004X JUMLAH RMS

Citra X (m)

Y (m)

6.763 -0.611 0.118 -0.906 -1.827 -0.829 2.729 4.352 0.840 1.394 -1.663 3.010 -1.190 -0.782 -0.223 -2.058 0.975 -0.908 0.275 -2.348 0.302 2.006 3.160 -0.258 -0.864 3.025 -2.162 1.381 1.648 -2.157 -0.912 2.213 2.652 0.813 -4.962 -5.954 0.605 -0.278 -0.436 -1.274 0.315 -0.474 -0.556 -5.706 -0.897 0.761 0.836 -0.571 0.498 -0.925 1.123 -0.886 1.096 4.187 7.850 -3.650 -1.066 -6.132 -0.265 0.392 1.466 0.388 -0.092 -0.517 0.262 -1.262 0.552 -4.173 -1.360 -6.830 185.592 275.534 3.629739567

Citra Utuh Rms (m) 6.791 0.913 2.006 5.137 1.628 3.439 1.424 2.070 1.332 2.364 2.028 3.171 3.146 2.566 2.714 2.394 2.774 7.750 0.666 1.346 0.569 5.733 1.177 1.012 1.050 1.431 4.328 8.657 6.224 0.473 1.517 0.525 1.289 4.209 6.964

X (m)

Y (m)

6.263 -0.831 -0.475 1.481 -1.456 -1.240 2.820 3.528 2.358 2.173 1.313 2.166 0.025 0.995 0.185 3.731 -0.063 1.784 1.437 0.675 3.005 5.515 2.693 -1.397 0.028 3.177 -2.137 0.511 1.594 -1.367 -2.053 0.927 1.447 1.708 -0.715 -0.499 0.738 4.479 0.656 -0.565 1.258 0.399 1.589 -0.260 1.295 0.897 1.742 2.355 -0.502 -2.331 1.094 -1.374 0.130 0.457 4.837 -3.431 -1.152 -3.261 0.876 -1.286 0.613 -0.708 0.592 -0.497 1.078 -1.539 -0.412 -2.341 -1.102 -3.123 129.148 170.353 2.925266544

Rms (m) 6.317 1.555 1.912 4.516 3.207 2.533 0.996 3.736 1.785 1.588 6.281 3.034 3.178 2.197 2.100 2.252 2.238 0.872 4.539 0.866 1.320 1.610 1.576 2.929 2.385 1.756 0.476 5.930 3.459 1.556 0.937 0.773 1.879 2.377 3.312


70

Lampiran D

Hasil Pengamatan Titik Sampel Penyatuan Peta Pendaftaran dengan Transformasi Koordinat Metode Helmert, Affine dan Lauf


71

Hasil Pengamatan Titik Sampel Peta Pendaftaran Tanah dengan Berbagai Metode

NO TITIK

Ground

Helmert

Affine X (m)

Lauf

X (m)

Y (m)

X (m)

Y (m)

Y (m)

X (m)

P19.001

184,125.377

1,500,610.314

184,133.087

1,500,610.420

184,125.377

1,500,610.314

184,125.377

1,500,610.314

P19.002

184,697.974

1,500,669.277

184,695.336

1,500,671.982

184,697.974

1,500,669.277

184,668.203

1,500,709.504

P19.003

184,080.291

1,500,249.287

184,075.219

1,500,246.476

184,080.291

1,500,249.287

184,080.291

1,500,249.287

P22.001

184,362.031

1,499,784.074

184,365.187

1,499,789.685

184,363.572

1,499,790.026

184,363.249

1,499,789.461

P22.002

184,021.467

1,499,811.654

184,021.352

1,499,807.034

184,020.721

1,499,806.163

184,020.420

1,499,811.675

P22.003

184,071.477

1,500,182.981

184,070.132

1,500,187.485

184,071.990

1,500,186.804

184,071.523

1,500,182.043

P22.004

184,581.075

1,500,163.984

184,580.151

1,500,158.710

184,580.559

1,500,160.135

184,581.650

1,500,163.722

P23.001

185,043.372

1,500,193.869

185,048.389

1,500,192.608

185,046.191

1,500,193.614

185,044.653

1,500,192.606

P23.002

184,862.776

1,500,135.149

184,861.767

1,500,136.913

184,859.009

1,500,135.491

184,864.113

1,500,138.562

P23.003

184,879.269

1,500,332.854

184,873.641

1,500,330.294

184,878.040

1,500,332.966

184,877.775

1,500,330.712

P23.004

184,625.326

1,500,171.953

184,626.946

1,500,174.010

184,627.505

1,500,171.755

184,624.204

1,500,171.945

P23.005

184,627.775

1,499,728.614

184,618.807

1,499,706.743

184,601.905

1,499,694.735

184,653.472

1,499,688.816

P30.001

183,910.296

1,498,958.879

183,915.422

1,498,956.084

183,910.296

1,498,958.879

183,910.296

1,498,958.879

P30.002

184,106.176

1,498,951.614

184,102.762

1,498,956.818

184,106.176

1,498,951.614

184,106.176

1,498,951.614

P30.003

184,062.170

1,498,591.548

184,060.458

1,498,589.548

184,062.170

1,498,591.548

184,045.315

1,498,591.688

P31.001

184,801.044

1,499,165.556

184,790.018

1,499,174.196

184,801.044

1,499,165.556

184,801.123

1,499,166.624

P31.002

184,476.767

1,499,039.173

184,490.013

1,499,041.089

184,476.767

1,499,039.173

184,476.767

1,499,039.173

P34.001

185,741.266

1,498,632.160

185,732.846

1,498,624.222

185,741.949

1,498,637.558

185,740.808

1,498,624.626

P34.002

185,659.064

1,498,285.537

185,661.869

1,498,295.454

185,662.227

1,498,280.923

185,655.879

1,498,291.453

P34.004

186,266.365

1,498,405.424

186,262.086

1,498,425.032

186,255.543

1,498,421.207

186,262.990

1,498,428.618

P35.001

184,985.708

1,498,675.317

184,986.661

1,498,690.425

184,985.708

1,498,675.317

184,985.708

1,498,675.317

P35.002

185,619.066

1,498,645.144

185,612.506

1,498,641.532

185,619.066

1,498,645.144

185,619.066

1,498,645.144

P35.003

184,934.273

1,498,337.389

184,939.371

1,498,315.999

184,933.648

1,498,328.235

184,934.674

1,498,327.567

P35.005

185,163.639

1,498,362.369

185,193.473

1,498,349.155

185,191.390

1,498,364.961

185,185.213

1,498,341.986

P36.001

184,835.922

1,498,275.124

184,831.434

1,498,289.344

184,842.030

1,498,278.102

184,836.574

1,498,277.018

P36.003

184,417.949

1,498,576.199

184,430.434

1,498,575.614

184,437.474

1,498,586.278

184,416.856

1,498,573.197

P36.005

184,215.016

1,498,231.995

184,244.807

1,498,240.546

184,251.273

1,498,234.286

184,257.069

1,498,243.822

P37.001

183,984.557

1,498,200.577

183,993.565

1,498,199.936

183,988.407

1,498,205.042

183,990.680

1,498,206.722

P37.002

183,846.060

1,498,149.845

183,846.613

1,498,141.343

183,842.140

1,498,144.429

183,848.843

1,498,146.584

P37.003

183,289.837

1,497,935.975

183,301.991

1,497,940.496

183,300.529

1,497,935.957

183,295.844

1,497,934.110

P37.004

183,545.860

1,498,189.856

183,521.031

1,498,191.270

183,527.559

1,498,185.807

183,522.826

1,498,194.359

P37.005

183,849.769

1,498,597.174

183,847.406

1,498,599.385

183,856.274

1,498,598.571

183,852.319

1,498,590.511

P40.001

184,982.811

1,498,114.541

184,984.338

1,498,117.800

184,978.517

1,498,125.748

184,976.488

1,498,107.906

P40.002

185,202.790

1,497,980.116

185,189.537

1,497,980.372

185,204.444

1,497,975.800

185,197.332

1,497,990.990

P40.004X

185,259.714

1,498,289.572

185,274.501

1,498,269.256

185,266.538

1,498,271.760

185,272.978

1,498,279.761


Y (m)

72

Residual Titik Sampel Hasil Transformasi Peta Pendaftaran

NO TITIK P19.001 P19.002 P19.003 P22.001 P22.002 P22.003 P22.004 P23.001 P23.002 P23.003 P23.004 P23.005 P30.001 P30.002 P30.003 P31.001 P31.002 P34.001 P34.002 P34.004 P35.001 P35.002 P35.003 P35.005 P36.001 P36.003 P36.005 P37.001 P37.002 P37.003 P37.004 P37.005 P40.001 P40.002 P40.004X JUMLAH RMS

Helmert

Affine

Lauf

X (m)

Y (m)

X (m)

Y (m)

7.710 -2.638 -5.073 3.156 -0.114 -1.345 -0.924 5.017 -1.010 -5.628 1.620 -8.968 5.126 -3.415 -1.712 -11.027 13.247 -8.420 2.805 -4.279 0.953 -6.559 5.099 29.834 -4.488 12.485 29.791 9.008 0.553 12.154 -24.830 -2.363 1.527 -13.253 14.786

0.106 2.705 -2.811 5.612 -4.620 4.504 -5.274 -1.261 1.764 -2.560 2.057 -21.871 -2.795 5.204 -2.000 8.640 1.916 -7.937 9.917 19.609 15.108 -3.612 -21.390 -13.214 14.219 -0.585 8.551 -0.641 -8.502 4.521 1.415 2.211 3.259 0.256 -20.316

0.000 0.000 0.000 1.541 -0.746 0.513 -0.516 2.819 -3.767 -1.230 2.178 -25.870 0.000 0.000 0.000 0.000 0.000 0.683 3.163 -10.821 0.000 0.000 -0.624 27.750 6.108 19.525 36.257 3.851 -3.920 10.692 -18.301 6.505 -4.293 1.653 6.823

0.000 0.000 0.000 5.952 -5.490 3.823 -3.850 -0.255 0.341 0.111 -0.197 -33.878 0.000 0.000 0.000 0.000 0.000 5.399 -4.614 15.784 0.000 0.000 -9.153 2.592 2.977 10.079 2.291 4.465 -5.416 -0.018 -4.049 1.398 11.207 -4.316 -17.813

3,952.123 2,945.581 14.03842056

3,921.756 2,277.865 13.30909562

X (m) 0.000 -29.770 0.000 1.217 -1.047 0.046 0.575 1.281 1.336 -1.495 -1.122 25.698 0.000 0.000 -16.855 0.079 0.000 -0.458 -3.184 -3.375 0.000 0.000 0.401 21.574 0.652 -1.092 42.052 6.124 2.783 6.007 -23.034 2.551 -6.322 -5.459 13.264

Y (m) 0.000 40.228 0.000 5.388 0.022 -0.938 -0.262 -1.263 3.413 -2.142 -0.008 -39.797 0.000 0.000 0.140 1.068 0.000 -7.533 5.916 23.195 0.000 0.000 -9.821 -20.383 1.894 -3.002 11.827 6.146 -3.262 -1.866 4.503 -6.663 -6.634 10.874 -9.812

4,962.029 4,920.309 16.80334796


73

Lampiran E

Hasil Pengamatan Luas Bidang Sampel Hasil Penyatuan Peta Pendaftaran dengan Transformasi Koordinat Metode Helmert, Affine dan Lauf


74

Hasil Pengamatan Luas Bidang Sampel Peta

No. GU/SU

Atribut

Helmert Luas (m²) L (m²)

LUAS Affine Luas (m²) L (m²)

5,020.00 220 175 208 1408 1867

4669.3974 218.6218 175.0065 219.1917 1486.8173 1942.3961

-350.60 -1.38 0.01 11.19 78.82 75.40

4739.0726 221.884 177.6179 222.4624 1509.0029 1971.3798

-280.93 1.88 2.62 14.46 101.00 104.38

4800.856 222.7027 176.7153 213.4646 1381.197 1804.869

-219.14 2.70 1.72 5.46 -26.80 -62.13

Lauf Luas (m²) L (m²)

Peta 19

GS 2274 GS 17/1989 GS 57/94 GS 895/02 SU 224/2000 GS 2982/93

Peta 22

GS 6945/94 GS 6962/94 GS 5309 GS 3466/93 GS 4432/94 GS 4435/94

253 312 245 16014 540 360

289.6785 307.1236 242.9265 15547.525 563.7998 371.8359

36.68 -4.88 -2.07 -466.48 23.80 11.84

289.1079 306.5186 242.448 15516.9 562.6892 371.1035

36.11 -5.48 -2.55 -497.10 22.69 11.10

286.1539 311.7624 248.3133 15379.55 549.3164 367.878

33.15 -0.24 3.31 -634.45 9.32 7.88

Peta 23

GS 470/91 GS 1370/96 GS 3868/86 GS 2282/86

10224 3540 1068 1012

10631.9702 3599.7037 1089.3805 1011.187

407.97 59.70 21.38 -0.81

10760.967 3643.3787 1102.5979 1023.4556

536.97 103.38 34.60 11.46

10888.57 3459.846 983.2287 918.2138

664.57 -80.15 -84.77 -93.79

Peta 30

SU 1831/2005 SU 1834/2005 GS 5009/94 SU 1893/ SU 900/2002

169 391 8119 1393 3428

146.9263 359.223 7689.2349 1699.6125 3286.8434

-22.07 -31.78 -429.77 306.61 -141.16

151.1935 369.656 7912.5543 1748.9746 3382.3036

-17.81 -21.34 -206.45 355.97 -45.70

168.4071 401.9799 8009.921 1353.515 2896.068

-0.59 10.98 -109.08 -39.49 -531.93

Peta 31

GS 1106/90 SU 863/2002 GS 512/91 GS 400/93 GS 402/93 GS 4160/89 GS 4161/89

375 143 709 290 266 921 461

296.8046 124.4608 578.4371 241.9376 222.5253 712.2946 363.6773

-78.20 -18.54 -130.56 -48.06 -43.47 -208.71 -97.32

302.3459 126.7845 589.2365 246.4546 226.6799 725.593 370.4671

-72.65 -16.22 -119.76 -43.55 -39.32 -195.41 -90.53

318.1108 123.9321 520.527 244.6532 213.8889 687.5996 352.2379

-56.89 -19.07 -188.47 -45.35 -52.11 -233.40 -108.76

Peta 34

SU 09/1998 SU 10/1998 GS 4125/90 GS 1819/2005 SU 1761/2005

673 946 500 207 189

624.9317 856.8042 570.4555 202.6799 184.13

-48.07 -89.20 70.46 -4.32 -4.87

665.729 912.7388 607.6964 215.9114 196.1505

649.231 -7.27 -23.77 897.7509 -33.26 -48.25 544.1569 107.70 44.16 204.3473 8.91 -2.65 198.6491 7.15 9.65 Bersambung …………………


75

Lanjutan ………………….. Peta 35 SU 939/02 GS 4720/92 GS 235/93 GS 1416/93 GS 64/89 SU 889/02

339 375 412 1236 470 260

313.3516 400.5028 469.6427 1137.2758 521.1968 209.7023

-25.65 25.50 57.64 -98.72 51.20 -50.30

293.1616 374.6974 439.3825 1063.9984 487.6149 196.1906

-45.84 -0.30 27.38 -172.00 17.61 -63.81

293.8845 476.014 508.6567 1228.361 454.8819 178.7843

-45.12 101.01 96.66 -7.64 -15.12 -81.22

Peta 36

GS 656/93 GS 588/93 SU 1294/03 GS 1436/93 GS 5216/94 GS 1163/93 SU 934/02 GS 1273/91 GS 4510/94 GS 1696/90

1505 1350 395 3114 184 329 657 723 121 154

1242.8359 1185.6222 349.0545 2680.3604 170.9768 286.1153 551.681 639.9626 94.5327 150.0201

-262.16 -164.38 -45.95 -433.64 -13.02 -42.88 -105.32 -83.04 -26.47 -3.98

1275.1391 1216.4383 358.127 2750.027 175.4208 293.5518 566.02 656.5962 96.9898 153.9193

-229.86 -133.56 -36.87 -363.97 -8.58 -35.45 -90.98 -66.40 -24.01 -0.08

1253.533 1245.029 415.9468 2092.487 144.2756 248.1618 520.0057 622.7134 101.304 168.8232

-251.47 -104.97 20.95 -1021.51 -39.72 -80.84 -136.99 -100.29 -19.70 14.82

Peta 37

GS 1565/93 GS 49/90 GS 54/90 GS 4745/88 GS 4748/88 SU 952/02 GS 2996-2997/95

2291 180 413 1780 1646 148 443

2430.1271 180.7017 391.6618 1770.6754 1654.085 168.4918 465.7076

139.13 0.70 -21.34 -9.32 8.09 20.49 22.71

2368.9183 176.1502 381.7969 1726.0766 1612.4228 164.2479 453.9776

77.92 -3.85 -31.20 -53.92 -33.58 16.25 10.98

2590.948 167.17 356.2564 1587.551 1447.572 161.4269 423.3366

299.95 -12.83 -56.74 -192.45 -198.43 13.43 -19.66

Peta 40

SU 947/02 SU 948/02 GS 4097/95 GS 413/95 GS 415/95

213 168 352 270 252

261.8867 200.0926 350.7362 248.771 233.9514

48.89 32.09 -1.26 -21.23 -18.05

281.156 214.8151 376.5428 267.0752 251.1652

68.16 46.82 24.54 -2.92 -0.83

204.8181 165.6374 400.113 288.896 266.7644

-8.18 -2.36 48.11 18.90 14.76


76

Perbandingan Hasil Luas Bidang LUAS Peta

Peta 19

Peta 22

Peta 23

Peta 30

Peta 31

Peta 34

Peta 35

No. GU/SU

GS 2274

LUAS (m²)

KL (m²)

Helmert DL (m²)

Affine %

DL (m²)

Lauf %

DL (m²)

%

4669.3974

35.43

350.60

6.98%

280.93

5.60%

219.14

4.37%

GS 17/1989

218.6218

7.42

1.38

0.63%

1.88

0.86%

2.70

1.23%

GS 57/94

175.0065

6.61

0.01

0.00%

2.62

1.50%

1.72

0.98%

GS 895/02

219.1917

7.21

11.19

5.38%

14.46

6.95%

5.46

2.63%

SU 224/2000

1486.8173

18.76

78.82

5.60%

101.00

7.17%

26.80

1.90%

GS 2982/93

1942.3961

21.60

75.40

4.04%

104.38

5.59%

62.13

3.33%

GS 6945/94

289.6785

7.95

36.68

14.50%

36.11

14.27%

33.15

13.10%

GS 6962/94

307.1236

8.83

4.88

1.56%

5.48

1.76%

0.24

0.08%

GS 5309

242.9265

7.83

2.07

0.85%

2.55

1.04%

3.31

1.35%

GS 3466/93

15547.525

63.27

466.48

2.91%

497.10

3.10%

634.45

3.96%

GS 4432/94

563.7998

11.62

23.80

4.41%

22.69

4.20%

9.32

1.73%

GS 4435/94

371.8359

9.49

11.84

3.29%

11.10

3.08%

7.88

2.19%

GS 470/91

10631.9702

50.56

407.97

3.99%

536.97

5.25%

664.57

6.50%

GS 1370/96

3599.7037

29.75

59.70

1.69%

103.38

2.92%

80.15

2.26%

GS 3868/86

1089.3805

16.34

21.38

2.00%

34.60

3.24%

84.77

7.94%

GS 2282/86

1011.187

15.91

0.81

0.08%

11.46

1.13%

93.79

9.27%

SU 1831/2005

146.9263

6.50

22.07

13.06%

17.81

10.54%

0.59

0.35%

SU 1834/2005

359.223

9.89

31.78

8.13%

21.34

5.46%

10.98

2.81%

GS 5009/94

7689.2349

45.05

429.77

5.29%

206.45

2.54%

109.08

1.34%

SU 1893/

1699.6125

18.66

306.61

22.01%

355.97

25.55%

39.49

2.83%

SU 900/2002

3286.8434

29.27

141.16

4.12%

45.70

1.33%

531.93

15.52%

GS 1106/90

296.8046

9.68

78.20

20.85%

72.65

19.37%

56.89

15.17%

SU 863/2002

124.4608

5.98

18.54

12.96%

16.22

11.34%

19.07

13.33%

GS 512/91

578.4371

13.31

130.56

18.42%

119.76

16.89%

188.47

26.58%

GS 400/93

241.9376

8.51

48.06

16.57%

43.55

15.02%

45.35

15.64%

GS 402/93

222.5253

8.15

43.47

16.34%

39.32

14.78%

52.11

19.59%

GS 4160/89

712.2946

15.17

208.71

22.66%

195.41

21.22%

233.40

25.34%

GS 4161/89

363.6773

10.74

97.32

21.11%

90.53

19.64%

108.76

23.59%

SU 09/1998

624.9317

12.97

48.07

7.14%

7.27

1.08%

23.77

3.53%

SU 10/1998

856.8042

15.38

89.20

9.43%

33.26

3.52%

48.25

5.10%

GS 4125/90

570.4555

11.18

70.46

14.09%

107.70

21.54%

44.16

8.83%

GS 1819/2005

202.6799

7.19

4.32

2.09%

8.91

4.31%

2.65

1.28%

SU 1761/2005

184.13

6.87

4.87

2.58%

7.15

3.78%

9.65

5.11%

SU 939/02

313.3516

9.21

25.65

7.57%

45.84

13.52%

45.12

13.31%

GS 4720/92

400.5028

9.68

25.50

6.80%

0.30

0.08%

101.01

26.94%

GS 235/93

469.6427

10.15

57.64

13.99%

27.38

6.65%

96.66

23.46%

GS 1416/93

1137.2758

17.58

98.72

7.99%

172.00

13.92%

7.64

0.62%

Bersambung …………..


77

Lanjutan ……………..

Peta 36

Peta 37

Peta 40

GS 64/89

521.1968

10.84

51.20

10.89%

17.61

3.75%

15.12

3.22%

SU 889/02

209.7023

8.06

50.30

19.35%

63.81

24.54%

81.22

31.24%

GS 656/93

1242.8359

19.40

262.16

17.42%

229.86

15.27%

251.47

16.71%

GS 588/93

1185.6222

18.37

164.38

12.18%

133.56

9.89%

104.97

7.78%

SU 1294/03

349.0545

9.94

45.95

11.63%

36.87

9.33%

20.95

5.30%

GS 1436/93

2680.3604

27.90

433.64

13.93%

363.97

11.69%

1021.51

32.80%

GS 5216/94

170.9768

6.78

13.02

7.08%

8.58

4.66%

39.72

21.59%

GS 1163/93

286.1153

9.07

42.88

13.03%

35.45

10.77%

80.84

24.57%

SU 934/02

551.681

12.82

105.32

16.03%

90.98

13.85%

136.99

20.85%

GS 1273/91

639.9626

13.44

83.04

11.49%

66.40

9.18%

100.29

13.87%

GS 4510/94

94.5327

5.50

26.47

21.87%

24.01

19.84%

19.70

16.28%

GS 1696/90

150.0201

6.20

3.98

2.58%

0.08

0.05%

14.82

9.63%

GS 1565/93

13.09%

2430.1271

23.93

139.13

6.07%

77.92

3.40%

299.95

GS 49/90

180.7017

6.71

0.70

0.39%

3.85

2.14%

12.83

7.13%

GS 54/90

391.6618

10.16

21.34

5.17%

31.20

7.56%

56.74

13.74%

GS 4745/88

1770.6754

21.10

9.32

0.52%

53.92

3.03%

192.45

10.81%

GS 4748/88

1654.085

20.29

8.09

0.49%

33.58

2.04%

198.43

12.06%

SU 952/02

168.4918

6.08

20.49

13.85%

16.25

10.98%

13.43

9.07%

GS 2996-2997/95

465.7076

10.52

22.71

5.13%

10.98

2.48%

19.66

4.44%

SU 947/02

261.8867

7.30

48.89

22.95%

68.16

32.00%

8.18

3.84%

SU 948/02

200.0926

6.48

32.09

19.10%

46.82

27.87%

2.36

1.41%

GS 4097/95

350.7362

9.38

1.26

0.36%

24.54

6.97%

48.11

13.67%

GS 413/95

248.771

8.22

21.23

7.86%

2.92

1.08%

18.90

7.00%

GS 415/95

233.9514

7.94

18.05

7.16%

0.83

0.33%

14.76

5.86%

Rata-rata prosentase

9.14%

8.73%

10.15%


78

Lampiran F PENYESUAIAN OBYEK SEGMENTASI Hasil RMS Penyatuan Peta Pendaftaran dengan Transformasi Koordinat Segmentasi Metode Helmert, Affine dan Lauf Serta Pengamatan Titik Sampel


79

Hasil RMS dan Iterasi Transformasi Segmentasi

P19-01 P19-02 P19-03 P19-04

Helmert RMS Iterasi 7.13457 2 1.32998 8 1.37380 6 2.05101 9

Affine RMS Iterasi 4.6118 2 1.1409 10 1.1082 10 0.8897 2

Lauf RMS Iterasi 6.9291 3 0.2726 3 0.6967 2 1.6581 2

P22-01 P22-02 P22-03 P22-04

1.76073 1.91967 2.60650 1.61785

2 2 2 2

1.4910 3.4305 1.1637 1.2070

10 10 3 4

1.7538 2.3907 1.1001 1.1740

2 3 2 2

6 5 4 4

P23-01 P23-02 P23-03 P23-04

8.86264 1.86071 2.24346 5.86423

2 2 2 2

6.3220 0.0549 1.7598 0.0383

2 10 2 4

7.1559 0.0011 1.8446 4.4389

3 2 2 3

4 3 5 4

P30-01 P30-02 P30-03

31.68813 5.54237 5.86423

2 2 2

0.8697 4.7542 1.7413

4 2 10

0.8296 4.7880 1.9163

2 3 3

5 5 4

P31-01 P31-02 P31-03 P31-04

2.58036 2.32165 5.95310 3.62426

2 2 2 2

2.3289 1.0171 3.1767 2.9730

5 10 2 2

2.2613 1.7223 4.6373 4.6145

3 2 3 3

6 5 5 6

P34-01 P34-02 P34-03 P34-04

2.32165 1.62033 5.06489 1.87030

2 4 2 2

2.6841 0.8571 4.1424 0.8393

2 10 3 8

2.7984 1.1230 3.3060 1.7579

2 2 2 2

5 4 5 5

P35-01 P35-02

10.07507 3.36862

2 2

8.4406 1.3287

2 3

8.0196 3.1407

3 3

8 5

P36-01 P36-02 P36-03 P36-04

7.17736 2.61647 2.47159 4.10349

2 2 2 2

4.6120 2.4394 2.3681 3.3896

2 3 2 2

3.8622 1.7942 2.5139 3.6906

2 3 3 2

4 4 7 8

P37-01 P37-02 P37-03 P37-04

2.92875 4.35968 6.44654 4.77600

2 2 2 2

2.5216 4.0170 5.6097 4.5575

2 2 2 5

1.6984 4.0741 5.0059 3.3857

2 2 3 3

6 5 7 4

P40-01 P40-02 P40-03 RMS

5.03456 2 4.19618 2 3.56922 2 6.882415623

1.2115 2 3.0705 3 2.4090 2 3.428826573

4 5 4

Segmen

0.2703 3 1.4491 3 2.4654 2 3.172615625

Jumlah Sekutu 6 4 4 4


80

Hasil Pengamatan Titik Sampel Transformasi Segmentasi

NO TITIK

Ground

Helmert

Affine

Lauf

X

Y

X

Y

X

Y

X

Y

P19.001

184,125.377

1,500,610.314

184,136.334

1,500,609.483

184,130.595

1,500,610.133

184,137.335

1,500,611.244

P19.002

184,697.974

1,500,669.277

184,696.627

1,500,673.313

184,696.509

1,500,672.823

184,696.426

1,500,673.651

P19.003

184,080.291

1,500,249.287

184,082.530

1,500,242.749

184,080.552

1,500,247.405

184,079.983

1,500,241.324

P22.001

184,362.031

1,499,784.074

184,365.371

1,499,789.228

184,364.838

1,499,788.120

184,364.516

1,499,788.554

P22.002

184,021.467

1,499,811.654

184,023.595

1,499,814.315

184,024.051

1,499,814.499

184,023.590

1,499,813.973

P22.003

184,071.477

1,500,182.981

184,070.486

1,500,186.593

184,070.107

1,500,186.095

184,070.557

1,500,186.621

P22.004

184,581.075

1,500,163.984

184,579.408

1,500,164.080

184,581.072

1,500,166.139

184,582.212

1,500,167.087

P23.001

185,043.372

1,500,193.869

185,046.934

1,500,189.854

185,045.966

1,500,190.631

185,046.410

1,500,189.267

P23.002

184,862.776

1,500,135.149

184,864.784

1,500,136.271

184,858.429

1,500,134.281

184,869.062

1,500,139.620

P23.003

184,879.269

1,500,332.854

184,885.799

1,500,330.503

184,885.573

1,500,336.785

184,882.183

1,500,326.776

P23.004

184,625.326

1,500,171.953

184,629.991

1,500,184.632

184,631.112

1,500,178.631

184,624.922

1,500,182.451

P23.005

184,627.775

1,499,728.614

184,630.969

1,499,720.256

184,631.317

1,499,727.496

184,632.814

1,499,723.467

P30.001

183,910.296

1,498,958.879

183,908.422

1,498,963.840

183,909.265

1,498,966.925

183,911.220

1,498,964.166

P30.002

184,106.176

1,498,951.614

184,095.225

1,498,955.087

184,093.165

1,498,955.443

184,093.932

1,498,954.314

P30.003

184,062.170

1,498,591.548

184,063.180

1,498,588.548

184,061.854

1,498,584.852

184,066.011

1,498,589.767

P31.001

184,801.044

1,499,165.556

184,798.607

1,499,167.039

184,798.249

1,499,166.572

184,798.511

1,499,167.535

P31.002

184,476.767

1,499,039.173

184,476.088

1,499,044.200

184,477.895

1,499,043.168

184,477.251

1,499,042.976

P34.001

185,741.266

1,498,632.160

185,737.006

1,498,631.720

185,737.108

1,498,631.954

185,737.305

1,498,631.671

P34.002

185,659.064

1,498,285.537

185,659.534

1,498,291.253

185,659.451

1,498,290.892

185,659.779

1,498,291.276

P34.004

186,266.365

1,498,405.424

186,263.656

1,498,404.400

186,264.733

1,498,404.059

186,264.676

1,498,404.392

P35.001

184,985.708

1,498,675.317

184,982.976

1,498,693.300

184,989.257

1,498,698.174

184,985.834

1,498,695.685

P35.002

185,619.066

1,498,645.144

185,597.704

1,498,642.974

185,604.178

1,498,643.308

185,606.436

1,498,643.925

P35.003

184,934.273

1,498,337.389

184,933.536

1,498,338.006

184,933.583

1,498,336.757

184,933.883

1,498,337.741

P35.005

185,163.639

1,498,362.369

185,166.665

1,498,368.418

185,162.999

1,498,367.087

185,166.892

1,498,370.560

P36.001

184,835.922

1,498,275.124

184,841.423

1,498,272.088

184,834.075

1,498,271.430

184,838.741

1,498,276.276

P36.003

184,417.949

1,498,576.199

184,419.493

1,498,575.361

184,420.675

1,498,576.408

184,418.919

1,498,575.477

P36.005

184,215.016

1,498,231.995

184,214.723

1,498,239.674

184,212.610

1,498,239.247

184,218.178

1,498,238.352

P37.001

183,984.557

1,498,200.577

183,992.958

1,498,202.317

183,989.475

1,498,203.655

183,992.884

1,498,199.232

P37.002

183,846.060

1,498,149.845

183,849.698

1,498,141.691

183,848.352

1,498,141.449

183,846.597

1,498,142.869

P37.003

183,289.837

1,497,935.975

183,293.225

1,497,938.661

183,292.516

1,497,936.648

183,289.975

1,497,940.444

P37.004

183,545.860

1,498,189.856

183,537.859

1,498,188.224

183,540.792

1,498,186.139

183,538.103

1,498,192.156

P37.005

183,849.769

1,498,597.174

183,849.377

1,498,594.976

183,848.913

1,498,597.299

183,851.344

1,498,595.148

P40.001

184,982.811

1,498,114.541

184,983.815

1,498,116.135

184,985.593

1,498,112.284

184,981.285

1,498,114.843

P40.002

185,202.790

1,497,980.116

185,200.196

1,497,979.325

185,202.597

1,497,978.380

185,202.677

1,497,978.082

P40.004X

185,259.714

1,498,289.572

185,262.945

1,498,284.642

185,261.567

1,498,287.870

185,261.302

1,498,288.270


81 Residual Pengamatan Titik Sampel Transformasi Segmentasi

NO TITIK P19.001 P19.002 P19.003 P22.001 P22.002 P22.003 P22.004 P23.001 P23.002 P23.003 P23.004 P23.005 P30.001 P30.002 P30.003 P31.001 P31.002 P34.001 P34.002 P34.004 P35.001 P35.002 P35.003 P35.005 P36.001 P36.003 P36.005 P37.001 P37.002 P37.003 P37.004 P37.005 P40.001 P40.002 P40.004X RMS

Helmert X (m)

Affine Y (m)

10.958 -0.831 -1.347 4.036 2.239 -6.537 3.340 5.155 2.128 2.661 -0.991 3.612 -1.668 0.096 3.561 -4.015 2.007 1.122 6.530 -2.351 4.665 12.679 3.194 -8.358 -1.874 4.961 -10.951 3.473 1.011 -3.000 -2.437 1.483 -0.679 5.026 -4.260 -0.439 0.470 5.716 -2.709 -1.023 -2.733 17.983 -21.362 -2.170 -0.736 0.617 3.026 6.049 5.501 -3.036 1.544 -0.837 -0.293 7.679 8.402 1.740 3.638 -8.154 3.388 2.686 -8.001 -1.632 -0.391 -2.198 1.004 1.595 -2.595 -0.791 3.231 -4.930 7.728854583

X (m)

Y (m)

5.219 -0.181 -1.465 3.547 0.261 -1.882 2.807 4.047 2.585 2.845 -1.370 3.114 -0.003 2.155 2.593 -3.238 -4.347 -0.868 6.304 3.931 5.786 6.678 3.542 -1.117 -1.031 8.046 -13.012 3.829 -0.316 -6.696 -2.795 1.016 1.128 3.995 -4.158 -0.205 0.388 5.355 -1.632 -1.365 3.549 22.857 -14.887 -1.836 -0.690 -0.632 -0.640 4.718 -1.847 -3.694 2.726 0.209 -2.406 7.251 4.918 3.078 2.292 -8.396 2.679 0.673 -5.068 -3.717 -0.856 0.125 2.782 -2.256 -0.193 -1.736 1.853 -1.703 6.9739389

Lauf X (m)

Y (m)

11.958 0.930 -1.548 4.375 -0.309 -7.963 2.485 4.481 2.123 2.319 -0.920 3.640 1.136 3.103 3.038 -4.602 6.286 4.471 2.913 -6.078 -0.405 10.498 5.039 -5.147 0.924 5.287 -12.245 2.700 3.841 -1.781 -2.534 1.979 0.485 3.803 -3.961 -0.489 0.715 5.739 -1.689 -1.032 0.125 20.368 -12.629 -1.219 -0.390 0.352 3.253 8.190 2.820 1.152 0.970 -0.722 3.162 6.357 8.327 -1.345 0.537 -6.976 0.138 4.469 -7.758 2.300 1.576 -2.026 -1.526 0.302 -0.113 -2.034 1.588 -1.303 7.18691276


82

Lampiran G PENYESUAIAN OBYEK SEGMENTASI Hasil Luas Bidang Sampel dengan Transformasi Koordinat Segmentasi Metode Helmert, Affine dan Lauf


83

Hasil Pengamatan Luas Bidang Sampel Dari Transformasi Segmentasi

LUAS Peta

Peta 19

Peta 22

Peta 23

Peta 30

Peta 31

Peta 34

Peta 35

No. GU/SU

No. Kotak

Helmert

Affine

Lauf

Atribut (m²)

KL (m²)

%

L (m²)

%

5020

35.43

296.11

5.90%

218.40

4.35%

337.97

6.73% 1.84%

L (m²)

%

L (m²)

GS 2274

A-D/4

GS 17/1989

E/3

220

7.42

4.16

1.89%

2.80

1.27%

4.06

GS 57/94

F/3

175

6.61

4.60

2.63%

1.55

0.89%

6.12

3.50%

GS 895/02

F/5

208

7.21

16.94

8.14%

9.24

4.44%

26.82

12.89%

SU 224/2000

B/6

1408

18.76

96.17

6.83%

120.91

8.59%

143.09

10.16%

GS 2982/93

AB/5

1867

21.60

98.06

5.25%

130.39

6.98%

162.95

8.73%

GS 6945/94

D/2

253

7.95

35.27

13.94%

28.09

11.10%

35.56

14.06%

GS 6962/94

E/2

312

8.83

6.37

2.04%

13.98

4.48%

5.35

1.71%

GS 5309

E/3

245

7.83

3.25

1.33%

9.28

3.79%

2.18

0.89%

GS 3466/93

A-F/7

16014

63.27

607.89

3.80%

553.82

3.46%

264.81

1.65%

GS 4432/94

B/4-5

540

11.62

18.67

3.46%

20.63

3.82%

28.36

5.25%

GS 4435/94

C/4-5

360

9.49

8.45

2.35%

9.75

2.71%

12.50

3.47%

GS 470/91

BC/4-5

10224

50.56

51.78

0.51%

4.44

0.04%

150.71

1.47%

GS 1370/96

B-D/6-7

3540

29.75

95.96

2.71%

76.92

2.17%

117.53

3.32%

GS 3868/86

E/6-7

1068

16.34

39.21

3.67%

60.11

5.63%

88.83

8.32%

GS 2282/86

E/6-7

1012

15.91

96.34

9.52%

35.13

3.47%

77.95

7.70%

SU 1831/2005

F/4

169

6.50

22.60

13.37%

23.11

13.67%

22.28

13.19%

SU 1834/2005

F/4

391

9.89

33.05

8.45%

34.30

8.77%

32.26

8.25%

GS 5009/94

I/2-3

8119

45.05

292.81

3.61%

380.12

4.68%

439.10

5.41%

SU 1893/

G/5

1393

18.66

2.72

0.20%

7.57

0.54%

23.76

1.71%

SU 900/2002

H/6-7

3428

29.27

152.84

4.46%

164.27

4.79%

165.34

4.82%

GS 1106/90

HI/1-2

375

9.68

6.63

1.77%

6.30

1.68%

6.11

1.63%

SU 863/2002

I/2

143

5.98

11.47

8.02%

11.61

8.12%

14.62

10.22%

GS 512/91

I/4

709

13.31

117.82

16.62%

95.80

13.51%

61.54

8.68%

GS 400/93

FG/5

290

8.51

20.78

7.17%

19.74

6.81%

21.39

7.37%

GS 402/93

GH/5

266

8.15

18.38

6.91%

17.43

6.55%

19.69

7.40%

GS 4160/89

921

15.17

128.39

13.94%

125.33

13.61%

132.48

14.38%

GS 4161/89

461

10.74

56.32

12.22%

54.76

11.88%

58.51

12.69% 5.23%

SU 09/1998

C/3-4

673

12.97

48.63

7.23%

23.83

3.54%

35.17

SU 10/1998

C/3-4

946

15.38

89.97

9.51%

55.96

5.92%

41.16

4.35%

GS 4125/90

FG/3

500

11.18

75.59

15.12%

96.11

19.22%

111.63

22.33%

GS 1819/2005

B/2

207

7.19

11.43

5.52%

2.04

0.98%

11.81

5.71%

SU 1761/2005

B/3

189

6.87

9.44

5.00%

2.80

1.48%

8.17

4.33%

SU 939/02

D/2

339

9.21

56.43

16.65%

56.77

16.75%

57.47

16.95%

GS 4720/92

G/6

375

9.68

28.13

7.50%

29.29

7.81%

13.04

3.48%

Bersambung ……………….


84

Lanjutan ………………

Peta 36

Peta 37

Peta 40

GS 235/93

EF/5-6

412

10.15

60.72

14.74%

62.08

15.07%

26.10

6.34%

GS 1416/93

EF/5-6

1236

17.58

91.27

7.38%

87.97

7.12%

163.31

13.21%

GS 64/89

AB/4-5

470

10.84

0.00

0.00%

0.57

0.12%

10.27

2.19%

SU 889/02

A/4-6

260

8.06

70.90

27.27%

71.13

27.36%

64.73

24.90%

GS 656/93

C/2-3

1505

19.40

210.22

13.97%

205.24

13.64%

167.66

11.14%

GS 588/93

CD/2-3

1350

18.37

114.83

8.51%

110.08

8.15%

102.20

7.57%

SU 1294/03

FG/2

395

9.94

29.76

7.53%

32.95

8.34%

27.27

6.90%

GS 1436/93

A/56

3114

27.90

321.62

10.33%

310.88

9.98%

314.23

10.09%

GS 5216/94

BC/6

184

6.78

5.88

3.19%

5.19

2.82%

6.85

3.72%

GS 1163/93

C/6

329

9.07

30.93

9.40%

29.78

9.05%

33.75

10.26%

SU 934/02

E/6

657

12.82

94.12

14.33%

93.02

14.16%

95.04

14.47%

GS 1273/91

F/6

723

13.44

70.05

9.69%

68.77

9.51%

65.66

9.08%

GS 4510/94

H/6

121

5.50

57.47

47.49%

29.70

24.54%

17.88

14.78%

GS 1696/90

HI/5-6

154

6.20

41.87

27.19%

8.68

5.63%

19.19

12.46%

GS 1565/93

BC/4-5

2291

23.93

476.92

20.82%

556.13

24.27%

127.25

5.55%

GS 49/90

H/3

180

6.71

5.28

2.94%

9.30

5.17%

7.93

4.41%

GS 54/90

H/3

413

10.16

34.31

8.31%

43.02

10.42%

30.68

7.43%

GS 4745/88

HI/2-3

1780

21.10

67.98

3.82%

107.34

6.03%

42.56

2.39%

GS 4748/88

I/2

1646

20.29

46.70

2.84%

83.47

5.07%

10.60

0.64%

SU 952/02

FG/3

148

6.08

22.06

14.90%

21.90

14.80%

14.90

10.07%

GS 2996-2997/95

I/5

443

10.52

6.81

1.54%

3.53

0.80%

33.96

7.67%

SU 947/02

F/2-3

213

7.30

67.61

31.74%

73.15

34.34%

74.39

34.92%

SU 948/02

F/2-3

168

6.48

46.40

27.62%

50.63

30.14%

51.50

30.66%

GS 4097/95

E/2

352

9.38

19.13

5.43%

6.65

1.89%

0.20

0.06%

GS 413/95

D/3

270

8.22

6.77

2.51%

15.61

5.78%

10.39

3.85%

GS 415/95

D/4

252

7.94

4.45

1.77%

12.77

5.07%

21.69

8.61%

Rata-rata prosentase Luas

9.22%

8.47%

8.41%


85

Lampiran H PENGOLAHAN CITRA DENGAN METODE AFFINE Hasil Transformasi Data Snooping Hasil Transformasi Tanpa Titik Sekutu Yang Tidak Baik


86

TRANSFORMASI KOORDINAT AFFINE 2D PENGOLAHAN CITRA TITIK KOORDINAT ASAL NO TITIK p19-01 p19-02 p19-03 p22-04 p23-03 p23-05 p34-01 p34-02 p34-04 p36-01 p36-02 p40-01 pkna-01 pkna-02 pkna-03 pkna-04 pknb-01 pknb-02 pkra-01 pkra-02 pkra-03 pkrb-01 pkrb-02 pkrb-03 pkrb-05 pkrb-06

KOORDINAT SEKUTU

X (m) 317192.9 317767.4 317148.8 317652.5 317949.5 317698.76 318812.24 318731 319339.94 317907.02 317890.82 318053.6 317991.5 318847.4 318558.8 319321.85 318150.08 318881.6 316606.7 315700.55 315504.02 314448.98 314259.35 314172.32 315888.05 316369.55

Y (m) 10000609.8 10000670.55 10000246.8 10000164.3 10000331.7 9999726.66 9998635.14 9998290.2 9998409.9 9998275.26 9998778.18 9998116.5 10000732.2 10000206.66 10000792.35 10000564.35 10000067.22 10000060.2 10000321.8 10000176.75 10000827 9998070.84 9999305.4 10000041.42 9998993.1 9999937.95

X GPS (m) Y GPS (m) 184125.377 184697.974 184080.291 184581.075 184879.269 184627.775 185741.266 185659.063 186266.365 184835.922 184819.352 184982.81 184921.109 185775.938 185487.87 186250.713 185078.298 185810.359 183538.377 182629.775 182434.976 181379.319 181189.857 181102.786 182816.098 183298.003

1500610.314 1500669.276 1500249.287 1500163.984 1500332.854 1499728.614 1498632.16 1498285.537 1498405.424 1498275.124 1498778.407 1498114.54 1500730.576 1500205.715 1500792.533 1500565.255 1500067.094 1500059.775 1500324.204 1500176.797 1500827.066 1498070.439 1499304.718 1500040.553 1498992.589 1499938.666

Sx (m)

Sy (m)

0.8327 1.4024 0.6137 0.8477 1.4004 1.4285 0.6452 1.2317 1.1499 1.0249 0.968 0.733 0.2042 0.2954 0.6523 0.3251 0.1348 0.3399 0.5556 0.2963 0.5150 0.1551 0.3049 0.1891 0.1910 0.2254

0.5477 0.2377 0.5554 0.4014 0.3773 0.5556 0.1517 0.4706 0.1585 0.3566 0.4021 0.295 0.4152 0.7266 1.1458 0.8986 0.3610 0.8509 1.4285 0.6248 1.2688 0.7766 0.9696 0.6700 0.9721 0.4471

Parameter Transformasi yang diperoleh

Matriks X a b c d C1 C2

0.999540824 0.000318045 -0.000923146 1.000876244 -136105.7422 -8508469.844

Parameter Transformasi Rotasi ()  Skala x (x) Skala y (y) Translasi x (C1) Translasi y (C2)

-0.052916628 0.034709957 0.999541067 1.000876111 -136105.7422 -8508469.844


87

Residual

dalam (m)

NO TITIK

x

y

Xtrans

Ytrans

X GPS

Y GPS

ResX

ResY

p19-01

317192.9 10000609.8 184122.152 1500610.117 184125.377 1500610.314 -3.224689 -0.197059

p19-02

317767.4 10000670.55 184696.408 1500670.39 184697.974 1500669.276 -1.566165 1.113826

p19-03

317148.8 10000246.8 184077.957 1500246.84 184080.291 1500249.287 -2.333890 -2.447425

p22-04

317652.5 10000164.3

p23-03

317949.5 10000331.7 184878.316 1500331.075 184879.269 1500332.854 -0.952550 -1.779194

p23-05

317698.76 9999726.66 184627.499 1499725.736 184627.775 1499728.614 -0.275846 -2.877888

p34-01

318812.24 9998635.14 185740.121 1498632.232 185741.266 1498632.160 -1.145282 0.071770

184581.4 1500163.802 184581.075 1500163.984

0.324585 -0.181703

p34-02

318731

p34-04

319339.94

9998290.2 185658.808 1498287.065 185659.063 1498285.537 -0.254685 1.527515

p36-01

317907.02 9998275.26 184835.202 1498272.872 184835.922 1498275.124 -0.720084 -2.251923

p36-02

317890.82 9998778.18 184819.169 1498776.248 184819.352 1498778.407 -0.182694 -2.159287

9998409.9 186267.507 1498406.307 186266.365 1498405.424

1.141775 0.883261

p40-01

318053.6

pkna-01

317991.5 10000732.2 184920.425 1500731.887 184921.109 1500730.576 -0.684458 1.310969

9998116.5 184981.664 1498113.838 184982.81 1498114.540 -1.145883 -0.702350

pkna-02

318847.4 10000206.66 185775.764 1500205.096 185775.938 1500205.715 -0.173613 -0.618652

pkna-03

318558.8 10000792.35 185487.483 1500791.566 185487.87 1500792.533 -0.386819 -0.967025

pkna-04

319321.85 10000564.35 186250.11 1500562.662 186250.713 1500565.255 -0.602707 -2.593215

pknb-01

318150.08 10000067.22 185078.72 1500066.178 185078.298 1500067.094

pknb-02 pkra-01

0.422232 -0.916108

318881.6 10000060.2 185809.902 1500058.476 185810.359 1500059.775 -0.456897 -1.298559 316606.7 10000321.8 183536.13 1500322.406 183538.377 1500324.204 -2.247117 -1.798269

pkra-02

315700.55 10000176.75 182630.35 1500178.065 182629.775 1500176.797

pkra-03

315504.02

0.574833 1.268140

pkrb-01

314448.98 9998070.84 181378.685 1498071.465 181379.319 1498070.439 -0.634249 1.026230

pkrb-02

314259.35

pkrb-03

314172.32 10000041.42 181102.779 1500044.027 181102.786 1500040.553 -0.007481 3.474337

pkrb-05

315888.05

9998993.1 182817.387 1498993.205 182816.098 1498992.589

1.289284 0.615884

pkrb-06

316369.55 9999937.95 183298.967 1499938.438 183298.003 1499938.666

0.963695 -0.227692

10000827 182434.117 1500829.066 182434.976 1500827.066 -0.859116 2.000343 9999305.4 181189.534 1499307.282 181189.857 1499304.718 -0.322531 2.564062

RMS

2.037172741

Dibuat Uji Statistik terhadap hasil transformasi dengan varians apriori o2 = 1. Hipotesa Ho = Tidak terdapat kesalahan blunder pada proses transformasi Ha = Terdapat kesalahan blunder pada proses transformasi Hasil hitungan VTPV

= 454,6321885

Varians posteriori ˆ o2 = 9,8833 F

1/ 2

(1 ,b , )

(degree of freedom = 52-6 = 48)

= 1,37 (diperoleh dari interpolasi)

Karena ˆ o2 > F

1/ 2

(1 ,b , )

maka Ho ditolak, sehingga perlu uji kesalahan blunder

(data snooping).


88 V Fisher = 1,17047 HASIL PENGUJIAN TITIK SEKUTU

NO TITIK p19-01 p19-02 p19-03 p22-04 p23-03 p23-05 p34-01 p34-02 p34-04 p36-01 p36-02 p40-01 pkna-01 pkna-02 pkna-03 pkna-04 pknb-01 pknb-02 pkra-01 pkra-02 pkra-03 pkrb-01 pkrb-02 pkrb-03 pkrb-05 pkrb-06

DATA SNOOPING 1.239351427 0.356012473 1.218311155 0.879026174 0.216721916 0.061509618 0.182535931 0.066620946 0.321162925 0.226634327 0.060604876 0.514287751 1.209241425 0.198580151 0.191045813 0.628990442 1.251847346 0.448511008 1.300632041 0.650086347 0.552454775 2.339030398 0.357580839 0.018108638 2.350073732 1.424282408

UJI FISHER

0.118083828 1.837963627 1.434531468 0.149273006 1.579316391 1.668172479 0.183802895 1.056939573 2.432546584 2.135083009 1.754316336 0.837587989 1.074937952 0.276082938 0.271535396 0.939994027 0.843403011 0.491440419 0.402392093 0.678394259 0.508402221 0.476534021 0.890848095 1.84934248 0.206342024 0.171930931

DITOLAK DITERIMA DITOLAK DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITOLAK DITERIMA DITERIMA DITERIMA DITOLAK DITERIMA DITOLAK DITERIMA DITERIMA DITOLAK DITERIMA DITERIMA DITOLAK DITOLAK

HASIL

DITERIMA DITOLAK DITOLAK DITERIMA DITOLAK DITOLAK DITERIMA DITERIMA DITOLAK DITOLAK DITOLAK DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITERIMA DITOLAK DITERIMA DITERIMA

DITOLAK DITOLAK DITOLAK DITERIMA DITOLAK DITOLAK DITERIMA DITERIMA DITOLAK DITOLAK DITOLAK DITERIMA DITOLAK DITERIMA DITERIMA DITERIMA DITOLAK DITERIMA DITOLAK DITERIMA DITERIMA DITOLAK DITERIMA DITOLAK DITOLAK DITOLAK

TRANSFORMASI SEKUTU SETELAH DI KELUARKAN TITIK YANG KURANG BAIK NO TITIK p22-04 p34-01 p34-02 p40-01 pkna-02 pkna-03 pkna-04 pknb-02 pkra-02 pkra-03 pkrb-02

X (m) 317652.5 318812.24 318731 318053.6 318847.4 318558.8 319321.85 318881.6 315700.55 315504.02 314259.35

Y (m) 10000164.3 9998635.14 9998290.2 9998116.5 10000206.66 10000792.35 10000564.35 10000060.2 10000176.75 10000827 9999305.4

X GPS (m) Y GPS (m) 184581.075 1500163.984 185741.266 1498632.16 185659.063 1498285.537 184982.81 1498114.54 185775.938 1500205.715 185487.87 1500792.533 186250.713 1500565.255 185810.359 1500059.775 182629.775 1500176.797 182434.976 1500827.066 181189.857 1499304.718

Sx (m)

Sy (m)

0.8477 0.6452 1.2317 0.733 0.2954 0.6523 0.3251 0.3399 0.2963 0.5150 0.3049


0.4014 0.1517 0.4706 0.295 0.7266 1.1458 0.8986 0.8509 0.6248 1.2688 0.9696

89

Parameter Transformasi setelah dilakukan data snooping

Parameter Transformasi

Matriks X a b c d C1 C2

Rotasi ()  Skala x (x) Skala y (y) Translasi x (C1) Translasi y (C2)

0.999654606 5.06239E-05 -0.000459565 1.001163505 -133467.375 -8511489.688

-0.026340222 0.023443057 0.999654628 1.001163422 -133467.375 -8511489.688

HASIL TRANSFORMASI NO TITIK

X (m)

Y (m)

Xtrans (m) Ytrans (m)

X GPS (m)

Y GPS (m)

p22-04

317652.5 10000164.3 184581.657

1500163.872 184581.075 1500163.984

p34-01

318812.24 9998635.14 185740.919

1498632.4 185741.266 1498632.160

p34-02

318731

9998290.2 185659.69

1498287.096 185659.063 1498285.537

p40-01

318053.6

9998116.5 184982.515

1498113.505

pkna-02

318847.4 10000206.66 185776.146

1500205.732 185775.938 1500205.715

pkna-03

318558.8 10000792.35 185487.676

1500792.236

184982.81 1498114.540

ResX (m)

ResY (m)

0.582001 -0.112082 -0.346978

0.239757

0.626620

1.558753

-0.295204 -1.035039 0.208434

0.017070

185487.87 1500792.533

-0.194235 -0.296846

pkna-04

319321.85 10000564.35 186250.451

1500563.62 186250.713 1500565.255

-0.262330 -1.634796

pknb-02

318881.6 10000060.2 185810.327

1500059.086 185810.359 1500059.775

-0.031792 -0.689054

pkra-02

315700.55 10000176.75 182630.382

1500177.233 182629.775 1500176.797

0.606824

0.436451

pkra-03

315504.02

10000827 182433.953

1500828.33 182434.976 1500827.066

-1.023378

1.264339

pkrb-02

314259.35

9999305.4 181189.635

1499305.532 181189.857 1499304.718

-0.221505

0.813956

RMS

1.036291884


90

Lampiran I HASIL PARAMETER TRANSFORMASI PETA PENDAFTARAN TANAH DENGAN METODE HELMERT, LAUF DAN AFFINE


91

PARAMETER TRANSFORMASI

LEMBAR Peta 19

Helmert  

C1 C2 Peta 22

 

C1 C2 Peta 23

 

C1 C2 Peta 30

 

C1 C2 Peta 31

 

C1 C2 Peta 34

 

C1 C2

Affine

Lauf

- 9 28' 18,88"  1.000870 λx λy  184092.361 C1 1500048.932 C2

- 9 02' 46,8" a 0.948695 b 0.935849 c d 184105.4714 C1 1500053.141 C2

0.918898 0.185198 2.562E-05 -6.182E-05 184103.158 1500062.364

-11 42' 11,87"  1.011593 λx λy  183890.913 C1 1499526.876 C2

-11 56' 57,49" a 0.929337 b 0.927801 c d 183888.647 C1 1499525.108 C2

0.979593 0.133618 4.436E-05 3.988E-05 183879.196 1499544.365

-14 11' 44,46"  1.021311 λx λy  184392.572 C1 1499527.271 C2

-14 49' 31,52" a 0.916579 b 0.921317 c d 184370.792 C1 1499509.996 C2

0.998026 0.462319 -9.423E-05 -9.503E-05 184449.093 1499464.478

-13 19' 12,71"  0.954859 λx λy  183394.141 C1 1498410.994 C2  -13 33' 38,36"  0.899260 λx λy  184199.778 C1 1498661.494 C2

-10 19' 14,73" a 0.899646 b 0.867607628 c d 183365.584 C1 1498444.630 C2

0.957535 0.485922 -6.941E-05 -1.577E-04 183412.323 1498305.046

-11 59' 13,87" a 0.866527 b 0.772891039 c d 184156.454 C1 1498677.955 C2

0.971766 0.474690 -0.000133 -0.000166 184196.518 1498564.384

-10 31' 50,96"  0.965830 λx λy  185644.394 C1 1497872.849 C2

-11 30' 52,01" a 0.902195 b 0.980702 c d 185632.175 C1 1497822.454 C2

1.055598 0.200793 -6.193E-05 4.976E-05 185631.860 1497834.970

Bersambung ………


92

Lanjutan …………… Peta 35  -11 14' 17,70"  1.029409 λx  λy  C1 184857.550 C1 C2 1498113.164 C2 Peta 36

 

C1 C2 Peta 37

 

C1 C2 Peta 40

 

C1 C2

-11 33' 22,30" a 0.961195 b 0.870796 c d 184848.520 C1 1498138.866 C2

0.951522 0.056694 0.000117 0.000069 184837.452 1498148.874

-12 38' 27,61"  0.933752 λx λy  184096.601 C1 1498170.586 C2

-12 29' 23,48" a 0.829923 b 0.908206 c d 184109.222 C1 1498163.635 C2

0.743063 0.246928 0.000127 -8.109E-05 184136.453 1498173.860

-10 40' 48,72"  0.9944427 λx λy  183199.008 C1 1497837.055 C2

-11 39' 35,66" a 0.9236223 b 0.9148951 c d 183196.207 C1 1497831.633 C2

1.048429 0.210876 -6.290E-05 8.832E-06 183187.113 1497822.734

- 7 54' 15,88"  0.967531 λx λy  184728.402 C1 1497734.441 C2

-5 55’ 02,29” a 0.937887 b 0.968708 c d 184747.189 C1 1497738.337 C2

0.913712 0.445727 -0.000087 -0.000200 184798.604 1497655.747


93

Lampiran J TATA CARA PENYATUAN SISTEM KOORDINAT PETA PENDAFTARAN TANAH


94

TATA CARA PENYATUAN SISTEM KOORDINAT PETA PENDAFTARAN TANAH

IMAGE (CITRA QUICKBIRD) PENGAMATAN GCP MENGGUNAKAN GPS

PENENTUAN TITIK SEKUTU CITRA

TRANSFORMASI METODE AFFINE

PETA DASAR PETA PENDAFTARAN PENENTUAN TITIK SEKUTU PETA PENDAFTARAN

PETA PENDAFTARAN

PETA PENDAFTARAN

SCANNING PETA

DIJITASI ONSCREEN TRANSFORMASI METODE HELMERT

PETA PENDAFTARAN

Metode Penyatuan : 1. Menentukan blok image citra QuickBird yang akan digunakan sebagai Peta Dasar. 2. Menentukan titik sekutu tanah (GCP) untuk melakukan koreksi geometrik citra. Disini yang perlu diperhatikan adalah dsitribusi titik sekutu yang merata dan tepat diidentifikasinya. Ketelitian dari titik sekutu tanah harus tinggi karena mendasari kegiatan secara keseluruhan. 3. Mengkoreksi kesalahan geometri dengan menggunakan metode trasnformasi Affine karena terdapat distorsi jarak yang berbeda-beda, sehingga diperoleh Peta Dasar Pendaftaran QuickBird yang mempunyai ketelitian optimum. 4. Dilakukan scanning Peta Pendaftaran Tanah dengan menggunakan scanner. Disarankan menggunakan scanner dengan resolusi sebesar 600 dpi.


95 5. Dijitasi bidang-bidang tanah dilakukan secara onscreen. Dapat dilakukan alternatif dijitasi dengan dijitasi langsung menggunakan alat digitizer. Disini hakekatnya adalah merubah peta analog/manual menjadi data dijital yang lebih mudah dilakukan pengolahannya. 6. Untuk mengkontrol dari penyebaran kesalahan dilakukan overlay dengan Peta Dasar Pendaftaran QuickBird. QuickBird terkoreksi hanya alat untuk mengkontrol secara blok-blok sebagai kerangka acuan. 7. Melakukan identifikasi dan menentukan titik-titik sekutu sebanyak mungkin sesuai blok yang dibentuk dengan distribusi yang merata pada Peta Dasar Pendaftaran QickBird. 8. Melakukan transformasi koordinat blok-blok ini menggunakan metode transformasi Helmert dengan asumsi daerah relatif sempit (3 km x 3 km) dan bidang proyeksi yang digunakan bersifat konform yaitu Transverse Mercator 3 (TM-3). 9. Apabila hasil transformasi Peta Pendaftaran masih terdapat kesalahan planimetrik yang besar maka dapat dilakukan pembuatan blok yang lebih kecil.


DAFTAR PUSTAKA Abidin, H.Z Abidin, H.Z., Ashbly N and JJ. Spilker. Jr., (1997), Badan Pertanahan Nasional, Badan Pertanahan Nasional,

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