ESTIMASI SAYATAN PLANIMETER
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Transcript of ESTIMASI SAYATAN PLANIMETER
LAMPIRAN
HASIL ESTIMASI CADANGAN MENGGUNAKAN METODE
CROSS SECTION DENGAN PLANIMETER
No Blok Seksi Luas Jarak Antar Seksi Volume Densitas Tonase (m2) (m) (m3) (Ton/m3) (Ton)
1 I A - A' 218.67 40 50780.74 1.8 91405.3325 B - B' 3528.67 2 II B - B' 3528.67 40 209880 1.8 377784 C - C' 6965.33 3 III C - C' 6965.33 40 344246.6 1.8 619643.88 D - D' 10247 4 IV D - D' 10247 40 484500 1.8 872100 E - E' 13978 5 V E - E' 13978 40 547720 1.8 985896 F - F' 13408 6 VI F - F' 13408 40 439500 1.8 791100 G - G' 8567 7 VII G - G' 8567 40 378100 1.8 680580 H - H' 10338 8 VIII H - H' 10338 40 453933.4 1.8 817080.12 I - I' 12358.67 9 IX I - I' 12358.67 40 504706.8 1.8 908472.24 J - J' 12876.67
10 X J - J' 12876.67 40 488893.4 1.8 880008.12 K - K' 11568
11 XI K - K' 11568 40 406733.4 1.8 732120.12 L - L' 8768.67
12 XII L - L' 8768.67 40 402686.8 1.8 724836.24 M - M' 11365.67
13 XIII M - M' 11365.67 40 510686.8 1.8 919236.24 N - N' 14168.67
14 XIV N - N' 14168.67 40 566073.4 1.8 1018932.12 O - O' 14135
15 XV O - O' 14135 40 646060 1.8 1162908 P - P' 18168
16 XVI P - P' 18168 40 811866.6 1.8 1461359.88 Q - Q' 22425.33
17 XVII Q - Q' 22425.33 40 723753.2 1.8 1302755.76 R - R' 13762.33
18 XVIII R - R' 13762.33 40 283033.7 1.8 509460.6613 S - S' 7320
Estimasi Cadangan Batugamping Dengan Metode Cross Section Dengan Planimeter 14855678.71