R F C F R R F C 62
8 2 A 1 A 2 2 L 2 V V A 1 A 2 L 2 4.1.00m TIN C.A No.4 B.A22.00m 2 C.A13.50m 2.00m B.A No.5 B.A10. C.A12.10 1 No.6 B.A7.50 C.A11.80 DEM TIN DEM DEM 63
a V A 1 4 A 2 A 3 h 3 A 3 4A 4 A 5 h 3 h' h Digital Terrain Model Triangulated Irregular Network 64 h 1 h 2 V 1 V 2 h 2 h 4 h 2 h 2 h 3 h 1 h 1 b 1 A' A 1 V 3 V 4 V 5 A 5 A 4 A 3 A 2 A 4 A 3 h 1 h 1 A 2 A 1 h' h h h h A' A A 5 A 1 V a b m V AΣh 1 2Σh 2 3Σh 3 4Σh 4 4 4.2 A 1 Σh i i V 5 V 5 A 5 h'3 V 4 A 4 A 5 h 2 V 3 A 3 A 4 h 2 4.3 V 2 A 2 A 3 h 2 V 1 A 1 A 2 h 2 3 TIN TIN CG TIN
V 1 V 2 V 3 1m 3 1.25 m 3 0.9 m 3 1m 3 1.25 m 3 2 0.9 m 3 L C V 2 m 3 L V 1 m 3 V 3 m 3 C V 1 m 3 4.4 L 1.0 C 1.0 L LC 65
f LC 3 GWGPGPs GMGC SWSPSPu SMSCSV SMSCSV MLCLOL MHCH LC f Q q 1 1/L 1/C L 1 L/C C C/L 1 L 1. 1. 1. 1.30 1.25 C 1. 0.95 0.90 0.95 0.90 0.90 0.90 1. 1.00 1.30 1.15 1.50 1. 1.60 1.25 1.65 1.40 L C 1. 0.90 1. 0.90 1.25 0.90 f 1 Qm 3 h Q qnfe q 1 m 3 /h n 1 E 66
150m 3 150m 3 300 3 300m 3 0m 3 0m 3 Mass Haul Diagram 67
0 0 2 2 2 0 V i V 1 V 3 V 2 1 2 V i 2 2 L 1 L 2 L 3 L L i V i V V V L L V V V V 68
& 2 8 m 3 8 69
m m 2 m 3 m 2 m 2 m 3 C m 3 m 3 m 2 m 3 m 3 m 3 8 12.3 4.2 684 9.1 16.2 324 2.5 3.3 66 0.9 73 251 935 73 10 17.5 18.8 376 7.7 5.1 102 0.9 113 263 1198 113 11 6.6 12.0 240 11.3 9.5 190 0.9 211 29 1227 211 1110 10 4.8 5.7 57 18.2 14.7 147 0.9 163106 1121 57 12 10 3.2 4.0 40 19.6 18.9 189 0.9 210 80 90 1031 40 13 0 1.6 32 23.0 21.3 426 0.9 473 441 590 32 C STA.No. m 0+00 + +40 +60 +80 1+00 + +40 +60 +80 2+00 + +40 +60 f f GH FH ' ' f f m m m m 2 m 2 '' m 2 9.70 9.13 9.54 9.49 9.21 8.95 9.26 9.34 8.67 8.88 8.26 7.81 7.73 12.011 11.966 11.7 11.649 12.263 13.026 13.69 13.846 13.449 12.677 11.893 11.11 10.3 137.7 96.2 61.6 8.7 21.8 59.5 51.4 19.2 3.6 2,339 1,578 703 87 218 813 1,109 706 228 36 2,105.1 1,4.2 632.7 78.3 196.2 731.7 998.1 635.4 5.2 32.4 50.5 34.4 19.7 849 541 197 933.9 595.1 216.7 3,039.0 2,015.3 849.4 78.3 196.2 731.7 998.1 635.4 5.2 32.4 5.4 47.3 68.5 8.5 5.4 43.2 121.3 166.1 168.6 169.6 54 527 1,158 770 85 54 486 1,645 2,874 3,347 3,382 = m 3 Σ 54.0 527.0 78.3 196.2 85.0 54.0 5.2 32.4 5,322.7 3,669.2 5,895.4 70 Σ
71
6 72
2 73
2 m 60m 60m 74
2 LP 1 1 v 1 v 2 100,000 v m 3 v 3 v 4 0,000 4.5 v 1 v 3 140,000 v 2 v 4 160,000 Z w C 1 v 1 v 3 350m 500m v 2 B 1 140,000m 3 B 2 v 4 C2 100,000m 3 0,000m 3 150m 160,000m 3 250m B C Z w 350 v 1 150 v 2 500 v 3 250 v 4 4.6 Northwest Corner Rule Houthakker Rule C 1 B 2 15 C 1 10B 2 16 10 B 1 B 2 3 C 1 350 150 100,000 C 2 500 250 0,000 3 140,000 160,000 300,000 75
W f d W f d 1,000 10 4 m 3 m 1 Stepping Stone Method C 1 C 2 10,000m 3 B 1 B 2 35 15 0 10 14 14 50 16 25 3500 1510150 5014700 256150 1,00010 4 m 3 m 6 10,000m 3 10 30 C 1 C 2 10,000m 3 35 15 5 1 1 50 25 1 14 16 3510350 1500 5040 2516400 95010 4 m 3 m B 1 B 2 10,000m 3 1 10 30 C 1 B 1 1m 3 C 1 B 1 550m 76 C 1 B 1 1C 1 10 C 1 B 2 10 1 C 1 B 2 1B 2 16 C 2 B 2 1 C 2 B 2 1C 2 B 1 1 C 2 B 1 1B 1 14C 1 B 1 1 1m 3 C 1 B 1 C 1 B 2 C2 B 2 C 2 B 1 351525 50 5 4.8 W 0 dw d f W 0 d W 0 d 950 10 4 m 3 m W d f W 0 d 1,000 95010 4 m 3 m 4.9 5010 4 m 3 m 500,000 m 3 m
m n 4.10 m n m 3 m 4.11 D ij m Wd = min Σ Σ Vij Dijm 3 m i= 1 j= 1 m Wd = min Σ Σ Vij Dij n n i= 1 j= 1 4.10 4.11 77
ZONE 3,500,000 3,000,000m 3 2,900,000 100,000 1.30 ZONE 5' 150,000 ZONE 1,000 5' 1' 600,000m 3 600,000m 3 300,000m 3 80,000m 3 900,000m 3 550,000 50,000 0,000 100,000 50,000 30,000 100,000 800,000 ZONE 400,000 ZONE 0,000 1.00 ZONE 500,000 ZONE 1' 50,000 1.10 ZONE 2,000 1. ZONE 60,000 600,000 0,000 1. ZONE 7,000 1.00 ZONE 0,000 1' 5' 5' 7 78
Material Flow 11993 21979 304 p.13 401 5 61966 71972 8 1998pp.85 87 79