Download - Com' Explo2009 Comuni - Santa Ana(1)
![Page 1: Com' Explo2009 Comuni - Santa Ana(1)](https://reader036.vdocuments.net/reader036/viewer/2022082612/563db803550346aa9a8fb885/html5/thumbnails/1.jpg)
CALCULOS DEL COM 2008 COMUNI 21
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m m3 m m3 m m3 m2 m3 Tm/m3 TM TM TM TM kg/m3 kg/m3 Kg Kg Kg
COMUNI Manto 6 24 132 414 1793 536 2948 7200 10800 2.6 343 4661 7665 28080 1.9 1.3 251 9007 14040
manto 8 329 1807 675 2923 744 4092 10800 16200 2.6 4698 7599 10639 42120 1.9 1.3 3433 13328 21060
manto 9 Int 196 1078 771 3339 777 4274 13729 20594 2.6 2803 8680 11111 53543 1.9 1.3 2048 14463 26772
SANTA ANA Manto 11 0 0 208 901 691 3801 14933 22400 2.6 0 2342 9881 58239 1.9 1.3 0 8932 29119
Total de explosivo (Kg):Total dinamita (Unid.):Total Carmex de 5 pies (Unid.):Total Carmex de 7 pies (Unid.):Total Mecha Rapida (mts.):
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Kg/TM Kg/TM Kg/TM kg/dinamita Und.Cart. Und. Und. mt.
0.73 0.73 0.5 0.082 284122.90 70266.09 509.76 21232.75
0.73 0.73 0.5 0.082 461231.86 104842.04 6977.29 33545.80
0.73 0.73 0.5 0.082 527836.62 125714.64 4163.01 38963.30
0.00 0.73 0.5 0.082 464043.49 116010.87 0.00 34803.26
1424531737235
41683411650
128545
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ANCHO ALTO
SECCION DE GALERIA 2.5 m x 2.2 mSECCION DE L INCLINADO 2.5 m x 1.5 mSECCION DEL SUBNIVEL 2.5 m x 2.2 mALTURA DE CORTE EN TAJOS 1.5 mRATIO DE DESBROCE 1 : 16
PESO ESPECIFICO 2.6
CALCULOS DEL COM 2008A
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m m m TM TM
COMUNI Manto 6 24 132 414 1793 536 2948 7200 10800 2.6 343 4661
manto 8 329 1807 675 2923 744 4092 10800 16200 2.6 4698 7599
manto 9 Int 196 1078 771 3339 777 4274 13729 20594 2.6 2803 8680
SANTA ANA Manto 11 0 0 208 901 691 3801 14933 22400 2.6 0 2342
TOTALES 549 2068 2748 46662 7844 23282
2.2 2.5 2.6 784414.313582 5.50522 2.6 7851 7360 491
2.50237456 2.20209 16
AVANCE CON PERFORACION de 4 Pies ( INCLINADOS y S/NIVELES )
Longitud de Perforación : 1.2 mt = 4 PiesEficiencia de Perforación : 90%Eficiencia de Operación : 90%Avance efectivo x Disparo : 1.0 mt
AVANCE CON PERFORACION de 6 Pies ( GALERIA )
Longitud de Perforación : 1.8 mt = 6 PiesEficiencia de Perforación : 90%Eficiencia de Operación : 90%Avance efectivo x Disparo : 1.5 mt
VOLUMEN CON PERFORACION de 4 Pies ( TAJOS )
Longitud de Perforación : 1.2 mt = 4 PiesEficiencia de Perforación : 90%Eficiencia de Operación : 90%Ancho de Corte x Disparo : 1.0 mtLargo de Corte x Disparo : 5.0 mtAltura de Corte x Disparo : 1.5 mt
Volumen x Disparo : 7.4
Labores Exploracion y Desarrollo Preparación
( 1 TM de Mineral / 16 TM de Desmonte ).
TM/m3
Vo
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m3 m3 m3 m2 m3 Tm/m3
m3
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Labores
Avance (m) Mineral ™ Avance (m) Mineral ™
Galería 549 7503 341 - - -Inclinado 2068 22270 1012 - - -Sub-Nivel - - - 2748 37588 1709Tajo - - - - - -TOTALES 29772 1353 37588 1709
1:13 Labor Desmonte tm neral tm
Galería 7382 461
Inclinado 21913 1370
Sub nivel 36985 2312
Tajo 171277 10705
Total 237556.684 14847
1:22 Labor Desmonte tm neral tm
Galería 7503 341
Inclinado 22270 1012
Sub nivel 37588 1709
Tajo 174070 7912
Total 241430 10974
Desmonte ™ Desmonte ™
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COMUNI 21
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TM TM Kg Kg Kg Kg/TM Kg/TM Kg/TM kg/dinam.
7665 28080 1.9 1.3 251 9007 14040 0.73 0.73 0.5 0.082
10639 42120 1.9 1.3 3433 13328 21060 0.73 0.73 0.5 0.082
11111 53543 1.9 1.3 2048 14463 26772 0.73 0.73 0.5 0.082
9881 58239 1.9 1.3 0 8932 29119 0.00 0.73 0.5 0.082
39296 181982
Total de explosivo (Kg): 142453Total dinamita (Unid.): 1737235Total Carmex de 5 pies (Unid.): 416834Total Carmex de 7 pies (Unid.): 11650Total Mecha Rapida (mts.): 128545
Preparación Explotación
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N° Talad. Cargados x Disparo
N° de Disparos
Total Taladros Cargados
TM x Taladro
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Mineral ™ Mineral ™
- - - - 28 370 10368 0.8- - - - 24 2094 50258 0.5
1709 - - - 28 2783 77914 0.5- 69993 174070 7912 30 9450 283501 0.6
1709 174070 7912 14697
Total de explosivo (Kg): 140130Total dinamita (Unid.): 1708896Total Carmex de 5 pies (Unid.): 411672Total Carmex de 7 pies (Unid.): 10368Total Mecha Rapida (mts.): 102879
N° Talad. Cargados x Disparo
N° de Disparos
Total Taladros Cargados
TM x TaladroVolumen (m3) Desmonte ™
![Page 7: Com' Explo2009 Comuni - Santa Ana(1)](https://reader036.vdocuments.net/reader036/viewer/2022082612/563db803550346aa9a8fb885/html5/thumbnails/7.jpg)
Din
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Und.Cart. Und. Und. mt.
284123 70266 510 21233
461232 104842 6977 33546
527837 125715 4163 38963
464043 116011 0 34803
1737235 416834 11650 128545
TM x Disparo
Unid. de Cartucho x Taladro
Total Cartuchos
Peso Kg x
Cartucho
Total Dinamita
(Kg)
Total Cajas de Dinamita
![Page 8: Com' Explo2009 Comuni - Santa Ana(1)](https://reader036.vdocuments.net/reader036/viewer/2022082612/563db803550346aa9a8fb885/html5/thumbnails/8.jpg)
21.2 6 62206 0.082 5101 20411.1 4 201030 0.082 16484 65914.1 4 311655 0.082 25556 102219.3 4 1134004 0.082 92988 3720
1708896 140130 5605
TM x Disparo
Unid. de Cartucho x Taladro
Total Cartuchos
Peso Kg x
Cartucho
Total Dinamita
(Kg)
Total Cajas de Dinamita
![Page 9: Com' Explo2009 Comuni - Santa Ana(1)](https://reader036.vdocuments.net/reader036/viewer/2022082612/563db803550346aa9a8fb885/html5/thumbnails/9.jpg)
ANCHO ALTO
SECCION DE GALERIA 2.5 m x 2.2 mSECCION DE L INCLINADO 2.5 m x 1.5 mSECCION DEL SUBNIVEL 2.5 m x 2.2 mALTURA DE CORTE EN TAJOS 1.5 mRATIO DE DESBROCE 1 : 13
PESO ESPECIFICO 2.6
CALCULOS DEL COM 2008 COMUNI 21
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m m m TM TM TM TM Kg Kg Kg Kg/TM Kg/TM Kg/TM kg/dinam. Und.Cart. Und. Und. mt.
COMUNI Manto 6 24 132 414 1793 536 2948 7200 10800 2.6 343 4661 7665 28080 1.9 1.3 251 9007 14040 0.73 0.73 0.5 0.082 284123 70266 510 21233
manto 8 329 1807 675 2923 744 4092 10800 16200 2.6 4698 7599 10639 42120 1.9 1.3 3433 13328 21060 0.73 0.73 0.5 0.082 461232 104842 6977 33546
manto 9 Int 196 1078 771 3339 777 4274 13729 20594 2.6 2803 8680 11111 53543 1.9 1.3 2048 14463 26772 0.73 0.73 0.5 0.082 527837 125715 4163 38963
SANTA ANA Manto 11 0 0 208 901 691 3801 14933 22400 2.6 0 2342 9881 58239 1.9 1.3 0 8932 29119 0.00 0.73 0.5 0.082 464043 116011 0 34803
TOTALES 549 2068 2748 46662 7844 23282 39296 181982 1737235 416834 11650 128545
Total de explosivo (Kg): 142453Total dinamita (Unid.): 1737235Total Carmex de 5 pies (Unid.): 416834Total Carmex de 7 pies (Unid.): 11650Total Mecha Rapida (mts.): 128545
AVANCE CON PERFORACION de 4 Pies ( INCLINADOS y S/NIVELES )
Longitud de Perforación : 1.2 mt = 4 PiesEficiencia de Perforación : 90%Eficiencia de Operación : 90%Avance efectivo x Disparo : 1.0 mt
AVANCE CON PERFORACION de 6 Pies ( GALERIA )
Longitud de Perforación : 1.8 mt = 6 PiesEficiencia de Perforación : 90%Eficiencia de Operación : 90%Avance efectivo x Disparo : 1.5 mt
VOLUMEN CON PERFORACION de 4 Pies ( TAJOS )
Longitud de Perforación : 1.2 mt = 4 PiesEficiencia de Perforación : 90%Eficiencia de Operación : 90%Ancho de Corte x Disparo : 1.0 mtLargo de Corte x Disparo : 5.0 mtAltura de Corte x Disparo : 1.5 mt
Volumen x Disparo : 7.4
Labores Exploracion y Desarrollo Preparación Explotación
Avance (m) Mineral ™ Avance (m) Mineral ™ Mineral ™
Galería 549 7283 560 - - - - - - 28 370 10368 0.8 21.2 6 62206 0.082 5101 204Inclinado 2068 21619 1663 - - - - - - 24 2094 50258 0.5 11.1 4 201030 0.082 16484 659Sub-Nivel - - - 2748 36490 2807 - - - 28 2783 77914 0.5 14.1 4 311655 0.082 25556 1022Tajo - - - - - - 69993 168983 12999 30 9450 283501 0.6 19.3 4 1134004 0.082 92988 3720TOTALES 14697 1708896 140130 5605
Total de explosivo (Kg): 140130Total dinamita (Unid.): 1708896Total Carmex de 5 pies (Unid.): 411672Total Carmex de 7 pies (Unid.): 10368Total Mecha Rapida (mts.): 102879
( 1 TM de Mineral / 13 TM de Desmonte ).
TM/m3
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N° Talad. Cargados x Disparo
N° de Disparos
Total Taladros Cargados
TM x Taladro
TM x Disparo
Unid. de Cartucho x Taladro
Total Cartuchos
Peso Kg x
Cartucho
Total Dinamita
(Kg)
Total Cajas de DinamitaDesmonte ™ Desmonte ™ Volumen (m3) Desmonte ™
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LABORES PROGRAMADAS PARA EL COM 2009 - ZONA COMUNI Y SANTA ANAP
AR
AM
ET
RO
S ANCHO ALTO
SECCION DE GALERIA 2.5 m x 2.2 mSECCION DE L INCLINADO 2.5 m x 1.5 mSECCION DEL SUBNIVEL 2.5 m x 2.2 mALTURA DE CORTE EN TAJOS 1.5 mRATIO DE DESBROCE 1 : 13 ( 1 TM de Mineral / 13 TM de Desmonte ).
PESO ESPECIFICO 2.6
CO
MU
NI_
MA
NT
O_9 CRUCERO GALERIA INCLINADOS SUBNIVELES
ML TM ML TM ML TM ML1 0.0 70 1001.0 51.7 504.1 46.12 70 1001.0 74.2 723.5 36.03 23.4 228.2 56.64 17.0 165.8 61.35 44.6 434.9 40.36 77.4 754.7 60.67 51.7 504.1 117.78 83.49
101112131415
0.0 0.0 140.0 2002.0 340.0 3315.0 502.0
CO
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ML TM ML TM ML TM ML1 0.0 0.0 107.0 1530.1 51.2 499.2 138.02 53.0 757.9 51.7 504.1 138.03 51.7 504.1 138.04 51.7 504.1 0.05 51.7 504.1 0.06789
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0.0 0.0 160.0 2288.0 258.0 2515.5 414.0
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2 CRUCERO GALERIA INCLINADOS SUBNIVELES ML TM ML TM ML TM ML
1 0.0 70 1001.0 51.2 499.2 138.0
TM/m3
![Page 11: Com' Explo2009 Comuni - Santa Ana(1)](https://reader036.vdocuments.net/reader036/viewer/2022082612/563db803550346aa9a8fb885/html5/thumbnails/11.jpg)
CO
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MA
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22 47 672.1 51.7 504.1 138.03 51.7 504.1 138.04 51.7 504.1 0.05 51.7 504.1 0.06789
10111213141516
0.0 0.0 117.0 1673.1 258.0 2515.5 414.0
SA
NT
A_
AN
A_M
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_11 CRUCERO GALERIA INCLINADOS SUBNIVELES
ML TM ML TM ML TM ML1 0.0 0.0 42.0 409.5 84.02 64.0 624.0 64.63 56.0 546.0 144.14 126.35 0.06789
10
0.0 0.0 0.0 0.0 162.0 1579.5 419.0
SA
NT
A_
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2 CRUCERO GALERIA INCLINADOS SUBNIVELES ML TM ML TM ML TM ML
1 0.0 40 572.0 52.2 509.0 127.22 40 572.0 64.7 630.8 99.53 23.8 232.0 118.34 68.2 665.0 74.05 43.1 420.2 0.06789
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0.0 0.0 80.0 1144.0 252.0 2457.0 419.0
TOTAL GENERAL 0.0 0.0 497.0 7107.1 1270.0 12382.5 2168.0
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LABORES PROGRAMADAS PARA EL COM 2009 - ZONA COMUNI Y SANTA ANA
( 1 TM de Mineral / 13 TM de Desmonte ).
SUBNIVELES TAJOS SUB TOTALESTM M2 TM ML M2 TM
659.2 639.9 2495.6 167.8 639.9 4659.9514.8 528.9 2062.7 180.2 528.9 4302.0809.4 639.2 2492.9 80.0 639.2 3530.4876.6 588.3 2294.4 78.3 588.3 3336.7576.3 660.0 2574.0 84.9 660.0 3585.1866.6 843.6 3290.0 138.0 843.6 4911.3
1683.1 435.7 1699.2 169.4 435.7 3886.41192.6 575.5 2244.5 83.4 575.5 3437.1
640.0 2496.0 0.0 640.0 2496.00.0 803.0 3131.7 0.0 803.0 3131.7
639.4 2493.7 0.0 639.4 2493.7640.0 2496.0 0.0 640.0 2496.0480.8 1875.1 0.0 480.8 1875.1951.7 3711.6 0.0 951.7 3711.6640.0 2496.0 0.0 640.0 2496.0
7178.6 9706.0 37853.4 982.0 9706.0 50349.0
SUBNIVELES TAJOS SUB TOTALESTM M2 TM ML M2 TM1973.4 640.0 2496.0 296.2 640.0 6498.71973.4 640.0 2496.0 242.7 640.0 5731.41973.4 640.0 2496.0 189.7 640.0 4973.5
0.0 640.0 2496.0 51.7 640.0 3000.10.0 640.0 2496.0 51.7 640.0 3000.1
640.0 2496.0 0.0 640.0 2496.0640.0 2496.0 0.0 640.0 2496.0640.0 2496.0 0.0 640.0 2496.0
0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0
5920.2 5120.0 19968.0 832.0 5120.0 30691.7
SUBNIVELES TAJOS SUB TOTALESTM M2 TM ML M2 TM1973.4 640.0 2496.0 259.2 640.0 5969.6
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1973.4 640.0 2496.0 236.7 640.0 5645.61973.4 640.0 2496.0 189.7 640.0 4973.5
0.0 640.0 2496.0 51.7 640.0 3000.10.0 640.0 2496.0 51.7 640.0 3000.1
640.0 2496.0 0.0 640.0 2496.0640.0 2496.0 0.0 640.0 2496.0640.0 2496.0 0.0 640.0 2496.0
0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0
5920.2 5120.0 19968.0 789.0 5120.0 30076.8
SUBNIVELES TAJOS SUB TOTALESTM M2 TM ML M2 TM1201.2 691.3 2696.1 126.0 691.3 4306.8
923.8 536.2 2091.2 128.6 536.2 3639.02060.6 735.0 2866.5 200.1 735.0 5473.11806.1 1000.0 3900.0 126.3 1000.0 5706.1
0.0 744.3 2902.8 0.0 744.3 2902.8504.2 1966.4 0.0 504.2 1966.4
1000.0 3900.0 0.0 1000.0 3900.01000.0 3900.0 0.0 1000.0 3900.0
0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.0 0.0
5991.7 6211.0 24222.9 581.0 6211.0 31794.1
SUBNIVELES TAJOS SUB TOTALESTM M2 TM ML M2 TM1819.0 544.3 2122.8 219.4 544.3 5022.71422.9 432.9 1688.3 204.2 432.9 4314.01691.7 341.6 1332.2 142.1 341.6 3256.01058.2 378.3 1475.4 142.2 378.3 3198.5
0.0 767.1 2991.7 43.1 767.1 3411.9728.5 2841.2 0.0 728.5 2841.2619.2 2414.9 0.0 619.2 2414.9640.0 2496.0 0.0 640.0 2496.0
0.0 0.0 0.0 0.0 0.0585.0 2281.5 0.0 585.0 2281.5636.1 2480.8 0.0 636.1 2480.8
0.0 0.0 0.0 0.0 0.00.0 0.0 0.0 0.00.0 0.0 0.0 0.00.0 0.0 0.0 0.00.0 0.0 0.0 0.0
5991.7 5673.0 22124.7 751.0 5673.0 31717.4
31002.4 31830.0 124137.0 3935.0 31830.0 174629.0
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3935.0 31830.0 174629.0
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ANCHO ALTO
SECCION DE GALERIA 2.5 m x 2.2 mSECCION DE L INCLINADO 2.5 m x 1.5 mSECCION DEL SUBNIVEL 2.5 m x 2.2 mALTURA DE CORTE EN TAJOS 1.5 mRATIO DE DESBROCE 1 : 16
PESO ESPECIFICO 2.6
CALCULOS DEL COM 2009
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COMUNI manto 9 Int 140 770 340 1275 502 2761 9050 13575 2.6
manto 10 Int 160 880 258 968 414 2277 5100 7650 2.6
manto 12 117 644 258 968 414 2277 5100 7650 2.6
manto 11 0 0 162 608 419 2305 5800 8700 2.6
manto 12 80 440 252 945 419 2305 5600 8400 2.6
TOTALES 497 2734 1270 4763 2168 11924 30650
Labores Labores Desarrollo Preparación
Altura (m) Base (m) Avance (m) Mineral ™ Avance (m)
Galería 2.2 2.5 497.00 6689 418 - -Inclinado 1.5 2.5 1270.00 11654 728 - -Sub-Nivel 2.2 2.5 - - - 2168.00 29179Tajo 1.5 5.0 - - - - -TOTALES
Labores Desmonte ™ Mineral ™Galería 6689 418Inclinado 11654 728Sub-Nivel 29179 1824Tajo 112504 7031TOTAL 160025 10002
( 1 TM de Mineral / 16 TM de Desmonte ).
TM/m3
Vo
lum
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l Su
b-
Niv
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m3 m3 m3 m2 m3 Tm/m3
SANTA ANA
Desmonte ™ Desmonte ™
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COMUNI
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TM TM TM TM Kg Kg Kg Kg/TM Kg/TM
2002.0 3315.0 7178.6 35295.0 1.9 1.7 1453 7614 23747 0.73 0.73
2288.0 2515.5 5920.2 19890.0 1.9 1.7 1660 6121 13382 0.73 0.73
1673.1 2515.5 5920.2 19890.0 1.9 1.7 1214 6121 13382 0.73 0.73
0.0 1579.5 5991.7 22620.0 1.9 1.7 0 5494 15219 0.00 0.73
1144.0 2457.0 5991.7 21840.0 1.9 1.7 830 6130 14694 0.73 0.73
7107.1 12382.5 31002.4 119535
Total de explosivo (Kg.): 117063Total dinamita (Unid.): 1427600Total fulminante (Unid.): 356900Total mecha lenta (Mt.): 543916
Preparación Explotación
Mineral ™ Mineral ™
- - - - - 30 497- - - - - 25 1270
29179 1824 - - - 30 2168- - 45975.00 112504 7031 40 6130
10065
Total de explosivo (Kg.):Total dinamita (Unid.):Total fulminante (Unid.):Total mecha lenta (Mt.):
16 TM de Desmonte ).
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kg/m3 kg/m3
N° Talad. Cargados x Disparo
N° de DisparosDesmonte ™ Volumen (m3) Desmonte ™
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Fac
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Mec
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ta
Kg/TM kg/dinam. Und.Cart. Und. mt.
0.7 0.082 400173 100043 152466
0.7 0.082 258093 64523 98334
0.7 0.082 252652 63163 96260
0.7 0.082 252597 63149 96239
0.7 0.082 264085 66021 100616
1427600 356900 543916
14910 0.5 14.3 4 59640 0.082 4890 19631750 0.4 9.8 4 127000 0.082 10414 41765040 0.5 14.3 4 260160 0.082 21333 853
245200 0.5 19.5 4 980800 0.082 80426 32171427600 117063 4683
Total de explosivo (Kg.): 117063Total dinamita (Unid.): 1427600Total fulminante (Unid.): 356900Total mecha lenta (Mt.): 543916
Total Taladros Cargados
TM x Taladro
TM x Disparo
Unid. de Cartucho x Taladro
Total Cartuchos
Peso Kg x
Cartucho
Total Dinamita
(Kg)
Total Cajas de Dinamita