plani semanal 4

7/23/2019 plani semanal 4

http://slidepdf.com/reader/full/plani-semanal-4 1/29

planifcacion sema

ley de alimentacion 0.66% %alimentacion a planta 110000 toneladas

movimiento total mina 250000 toneladas

distancia aplanta 3.5 Km

distancia botadero 4.5 Km

velocidad cargado MX 1 Km!"rs

velocidad cargado #$ 21 Km!"rs

velocidad vacio MX 23 Km!"rs

velocidadvacio #$ 26 Km!"rs

diametro peroracion 10.63 p&lgadas

diametro de precorte 6.5 p&lgadasdensidad e$plosivo 0.' grs!cc

densidad e$plosivo 1 grs!cc

pala 56 Yd^3

cargador 36 m^3

mineral prome 155(000 "oras nominales

)*M 0.4 disponibilidad

#ey 0.6 &so

lastre +5(000 "oras operacionales

mov total 230(000.00

MATERIAL DISPONIBLE

mineral la!re

"anco poligono !on le# $%T !on

&&3' & &5'(''' ')*3 6'('''

&&3' + &3'(''' '),* *'('''

&&3' 3 &,'(''' ')*& -5('''

&&3' - &&'(''' '),, 3'('''

&&3' 5 *'(''' ')*& 5'('''

&&3' 6 &.'(''' ')63 +'('''

&&3' , &*'(''' ')5- -'('''

&&3' * ,'(''' ')65 ,'('''



&&3' . *'(''' ')6- 6'('''

&&3' &' &&'(''' ')53 3'('''

&&3' && &+'(''' ')5& 3'('''

,otal 1(3'0(000 0.6 515(000

Mov total 1'05000

-ino contenido '462

&

+

3

-

5

6

,

*.

&'

&&

M,*)/# //#*mineral lastre

banco 1145 poligono ton ley &, ton

&&-5 1 1'0(000 0.1 20(000

&&-5 2 1+0(000 0.65 50(000

&&-5 3 10(000 0.55 40(000

&&-5 4 0(000 0.3 +0(000

&&-5 5 60(000 0.63 0(000

&&-5 6 50(000 0.53 '0(000

&&-5 + +0(000 0.56 +0(000

&&-5 45(000 0.52 '0(000

,otal 45(000 0.66 510(000

Mov total 1(355(000

-ino contenido 556+

, - , 1



'0000 30000 2

lanta 155(000 3

)*M 0.4 4

#ey 0.6 5

lastre +5(000 6

mov total 230(000.00 +

c&adro de res&men

"anco &&3' "anco &&-5

tonela7e MX 1(3'0(000 45(000

ley media 0.6 0.66

tonela7e #X 515(000 510(000

,on total 1('05(000 1(355(000

mineral global 2(235(000

lastre global 1(025(000

ley global 0.6+2434++

mov tot# 8 3(260(000

MATERIAL DISPONIBLE

mineral la!re

"anco poligono !on le# $%T !on

&&3' & &5'(''' ')*3 6'('''

&&3' + &3'(''' '),* *'('''

&&3' 3 &,'(''' ')*& -5('''

&&3' - &&'(''' '),, 3'('''

&&3' 5 *'(''' ')*& 5'('''

&&3' 6 &.'(''' ')63 +'('''

&&3' , &*'(''' ')5- -'('''

&&3' * ,'(''' ')65 ,'('''

&&3' . *'(''' ')6- 6'('''

&&3' &' &&'(''' ')53 3'('''

&&3' && &+'(''' ')5& 3'('''

&&-5 1 &.'(''' ')*& +'('''

&&-5 2 &,'(''' ')65 5'('''



&&-5 3 &*'(''' ')55 -'('''

&&-5 4 *'(''' ')*3 ,'('''

&&-5 5 6'(''' ')63 *'('''

&&-5 6 5'(''' ')53 .'('''

&&-5 + ,'(''' ')56 ,'('''

&&-5 -5(''' ')5+ .'('''



al por poligonos para dos bancos

- * ##* 1.1 *9&ipo de car de llenado - 0.' 2;34 yd3

34;45 yds3

45;5' yds3

6+;+3 yds3

Rendimien!o de lo e/%ipo

PA $0

balde 56 1+

ton $ balde 5 21

,< 5'43 2321

PA $0

24 24 , '000 3342'

*'1 *'12aria"le , apro$ '0000 30000

+% +5%

14.'+6 14.4 tolva *X 260

densidad espon7ada 1.

LNES MARTES

mineral la!re mineral la!re

!on le# $%T !on !on le# $%T !on

3'(''' ')*3 *(''' ')*3 3'(''')''

'),* '),*

')*& ')*&

'),, '),,

*'(''' ')*& ')*&

')63 ')63

')5- ')5-

')65 ')65



')6- ')6-

')53 ')53

')5& ')5&

110(000 0.2 (000 0 =/>!0? 30(000

'+ =/>!0?

&5'(''' =>#@*? 52(000 150(000 22(000.00

&3'(''' 0(000 130(000 0(000.00

&,'(''' 45(000 1+0(000 45(000.00

&&'(''' 30(000 110(000 30(000.00

*'(''' 50(000 0(000 50(000.00

&.'(''' 20(000 1'0(000 20(000.00

&*'(''' 40(000 10(000 40(000.00

,'(''' +0(000 +0(000 +0(000.00*'(''' 60(000 0(000 60(000.00

&&'(''' 30(000 110(000 30(000.00

&+'(''' 30(000 120(000 30(000.00

0 0 0 ;

#@* M),*mineral lastre mineral lastre

ton ley &, ton ton ley &, ton

0(000 0.1 10(000 (000 0.1 6(000.00

0.65 0.65

40(000 0.55 ;10(000 32(000 0.55 ; 2(000.00

15(000 0.3 15(000 10(000 0.3 20(000.00

0.63 0.63

0.53 0.53

0.56 0.56

20(000 0.52 10(000 25000 0.52 5(000.00

155(000 0.+1 25(000 155(000 0.+1 2'(000

10(000 14(000

10'6.5 1101.

110(000 10(000 22(000 4(000.00



1+0(000 50(000 1+0(000 50(000.00

140(000 50(000 10(000 52(000.00

65(000 55(000 55(000 35(000.00

60(000 0(000 60(000 0(000.00

50(000 '0(000 50(000 '0(000.00

+0(000 +0(000 +0(000 +0(000.00

25(000 0(000 0 +5(000.00

, e9&ipos

'0000 2 10000

- 30000 2 60000

Plan emanal coniderando am"o "anco

LNES MARTES



')*3 ')*3 4RE0

'),* '),*

')*& ')*&

'),, '),,

')*& ')*&

')63 ')63

')5- ')5-

')65 ')65

')6- ')6-

')53 ')53

')5& ')5&

0.1 0.1

0.65 0.65



0.55 0.55

0.3 0.3

0.63 0.63

0.53 0.53

0.56 0.56

0.52 0.52



&:o camiAn minero150;1+0

200;240

240;2'0

30

Rendimien!o de lo e/%ipo egn % n%mero

ydB3 7o!a e/%ipo de carg%io

ton nC e9&ipos nC e9&ipos

2 1+000.45+1 2 665+

, ,otal 2445+.6

;

MIER$OLES 8E9ES



')*3 ')*3

'),* '),*

')*& : ')*&

'),, '),, :

')*& ')*&

')63 ')63 :

')5- ')5-

')65 ')65

, PA , $0



')6- ')6-

')53 ')53

')5& ')5&

0 =/>!0? 0 0 =/>!0? 0

0

=/>!0? =/>!0?

150(000 22(000.00 150(000 22(000.00

130(000 0(000.00 130(000 0(000.00

1+0(000 45(000.00 1+0(000 45(000.00

110(000 30(000.00 110(000 30(000.00

0(000 50(000.00 0(000 50(000.00

1'0(000 20(000.00 1'0(000 20(000.00

10(000 40(000.00 10(000 40(000.00

+0(000 +0(000.00 +0(000 +0(000.000(000 60(000.00 0(000 60(000.00

110(000 30(000.00 110(000 30(000.00

120(000 30(000.00 120(000 30(000.00

0 ;

M/*)#* D@*>*mineral lastre mineral lastre


22000 0.1 0.1

52000 0.65 20(000.00 64(000.00 0.65 ; 4(000

2'(000 0.55 1(000.00 4+(000.00 0.55

46000 0.3 1000 '(000.00 0.3

0.63 0.63

0.53 0.53 ;

6(000.00 0.56 5000 0.56 25(000

0.52 41(000.00 0.52

155(000 0.+0 63(000 125(000 0.62 21(000

21(000 146(000

10'1.1 +++.2

0 4(000.00 0 4(000.00



11(000 30(000.00 54(000 34(000.00

+'(000 51(000.00 32(000 51(000.00

'(000 34(000.00 0 34(000.00

60(000 0(000.00 60(000 0(000.00

50(000 '0(000.00 50(000 '0(000.00

64(000 +0(000.00 5'(000 45(000.00

0 34(000.00 0 34(000.00

235(000.00 0.+1 2'000

MIER$OLES 8E9ES



')*3 ')*3

'),* '),*

')*& ')*&

'),, '),, :

')*& ')*&

')63 ')63 :

')5- ')5-

')65 ')65

')6- ')6-

')53 ')53

')5& ')5&

0.1 0.1

0.65 0.65 ;



0.55 0.55

0.3 0.3

0.63 0.63

0.53 0.53 ;

0.56 0.56 ;

0.52 0.52



!iempo carg%io

P$ - &nidad

tiempo pase 3' 3' seg

C pases 3 12

tiempo de llenado &)5 6.0 min

actor de llenado 1.1 0.'

,.ac&latamiento total 20 5 min

,.#impieEa 5.+ 1.425+min

C de camiones $ "ora 40 10

,iempo de perdida 25.+ 6.4 min

9IERNES SABADO



')*3 ')*3

: '),* '),*

')*& ')*&

'),, '),,

')*& ')*&

')63 ')63

')5- ')5-

')65 ')65



')6- ')6-

')53 ')53

')5& ')5&

0 =/>!0? 0 0 =/>!0? 0

0 0

=/>!0? =/>!0?

150(000 22(000.00 150(000 22(000.00

130(000 0(000.00 130(000 0(000.00

1+0(000 45(000.00 1+0(000 45(000.00

110(000 30(000.00 110(000 30(000.00

0(000 50(000.00 0(000 50(000.00

1'0(000 20(000.00 1'0(000 20(000.00

10(000 40(000.00 10(000 40(000.00

+0(000 +0(000.00 +0(000 +0(000.000(000 60(000.00 0(000 60(000.00

110(000 30(000.00 110(000 30(000.00

120(000 30(000.00 120(000 30(000.00

; ;

>/*)* mineral lastre mineral lastre


0.1 0.1

54(000.00 0.65 0.65

32000 0.55 ;2000 0.55

0.3 0.3

16(000.00 0.63 ;10000 0.63

0.53 0.53

30000 0.56 0 0.56

0.52 0.52

132(000 0.60 ;12(000 0 0.00 0

120(000 0

+'5. 0

0 4(000.00 0 4(000.00



0 34(000.00 0 34(000.00

0 53(000.00 0 53(000.00

0 34(000.00 0 34(000.00

44(000 '0(000.00 44(000 '0(000.00

50(000 '0(000.00 50(000 '0(000.00

2'(000 45(000.00 2'(000 45(000.00

0 34(000.00 0 34(000.00

132(000 0.60 1(000.00

9IERNES SABADO



')*3 ')*3

'),* '),*

')*& ')*&

'),, '),,

')*& ')*&

')63 ')63

')5- ')5-

')65 ')65

')6- ')6-

')53 ')53

')5& ')5&

0.1 0.1

0.65 0.65



0.55 0.55

0.3 0.3

0.63 0.63

0.53 0.53

0.56 0.56

0.52 0.52



DOMIN;O RESMEN



')*3 ')*3

'),* '),*

')*& ')*&

'),, '),,

')*& ')*&

')63 ')63

')5- ')5-

')65 ')65



')6- ')6-

')53 ')53

')5& ')5&

0 =/>!0? 0 0 =/>!0? 0

0 0

=/>!0? =/>!0?

150(000 22(000.00

130(000 0(000.00

1+0(000 45(000.00

110(000 30(000.00

0(000 50(000.00

1'0(000 20(000.00

10(000 40(000.00

+0(000 +0(000.000(000 60(000.00

110(000 30(000.00

120(000 30(000.00

0 ;

M/F )*@M*mineral lastre mineral lastre


0.1 0.1

0.65 0.65

0.55 0.55

0.3 0.3

0.63 0.63

0.53 0.53

0.56 0.56

0.52 0.52

0 0.00 0 0 0.00 0

0 0

0 0

0 4(000.00



0 34(000.00

0 53(000.00

0 34(000.00

44(000 '0(000.00

50(000 '0(000.00

2'(000 45(000.00

0 34(000.00

DOMIN;O RESMEN



')*3 ')*3

'),* '),*

')*& ')*&

'),, '),,

')*& ')*&

')63 ')63

')5- ')5-

')65 ')65

')6- ')6-

')53 ')53

')5& ')5&

0.1 0.1

0.65 0.65



0.55 0.55

0.3 0.3

0.63 0.63

0.53 0.53

0.56 0.56

0.52 0.52



plan de tr

Mineral 58,400,000 TPA cam

Estéril 26,645,000 TPA tolva del camion

TOTAL 85,045,000 TPA - llenado

@,días/año 365 -

-

Mineral 160,000 TPD

Estéril 73,000 TPD

TOTAL 233,000 TPD

hrs/día 24

Mineral 6667 TP

Estéril 3042 TPTOTAL 9708 TPH

distancia HKmI

carg&io

via7e cargado 3.5

descarga

via7e de v&elta 3.5

tiempo ciclo transportetiempo ciclo eectivo

rendimiento eectivo transporte

nmero de camione

nmero decamione !o!ale



nsporte

ion Gomats& 60*

20toneladas

0.'5

0.+0.+

0.6

planata botadero

velocidad tiempo distancia velocidad tiempo

10 10

1 +00 4.5 21 ++1

10 10

23 54 4.5 26 623

160 1+550.45 0.4'

34 31'

+' &'

3'



"rs

seg

seg

seg

segpor ciclo



im&lacion de montecarlo

pH$I -H$I ,c ,vc ,d

')+5 ')+5 +)6 3)5 &)5

')+5 ')5 +)* 3)* &),

')+5 '),5 3)& -)& +')+5 & 3)5 -)6 +)+

leatorio ,c leatorio

& 0.'+3+60312 3.5 0.16664'3+

+ 0.3656356125 2. 0.541+45

3 0.+600'3'5 3.5 0.65140434

- 0.02+121413 2.6 0.+205+'43

5 0.61'06''4' 3.1 0.4+5'3'+4

6 0.535535326 3.1 0.060+'63

, 0.021'304+32 2.6 0.05''0+3* 0.0406551''4 2.6 0.346115

. 0.54104+15 3.1 0.0326441

&' 0.44510315'6 2. 0.4'33311

&& 0.40361212 2. 0.4051446

&+ 0.155014'+5 2.6 0.5336'055

&3 0.4144+5+1 2. 0.502'1036

&5 0.6+04+50++ 3.1 0.561665

&6 0.0150+0206 2.6 0.4116662

,c ,vc

3.1 3.

3.5 4.6

2. 4.1

3.5 3.

2.6 4.1

3.5 4.6

2. 4.1

3.5 4.6

2.6 3.

3.5 4.1

2.6 3.

2.6 4.6

2.6 3.

2.6 4.1

3.5 3.5



1 3.1 3. 1.5 2.'



,vv /ntervalos

+)6 ' ')+5

+). ')+5 ')5

3)3 ')5 '),53)6 '),5 &

,vc leatorio ,d leatorio

3.5 0.30003233 1.+ 0.'20+2+

4.1 0.3'''3422 1.+ 0.41623242

4.1 0.2440542 1.5 0.'15363

4.1 0.'51166'3 2.2 0.44++6613

3. 0.22+51'22 1.5 0.34+35351

3.5 0.+0613''2 2 0.365066+2

3.5 0.'31+06 2.2 0.6645+0+33. 0.400512'1 1.+ 0.00202224

3.5 0.+605666 2.2 0.524+014

3. 0.21152+26 1.5 0.66'35442

3. 0.041552+ 1.5 0.4623336+

4.1 0.556230' 2 0.5+++'44+

4.1 0.413+4'25 1.+ 0.62126'0

4.1 0.365202 1.+ 0.61'1265

3. 0.++522 2.2 0.655'032

,d ,vv

1.5 2.'

1.+ 2.'

2 2.'

1.5 3.6

1.+ 2.'

2 3.6

2.2 3.6

1.+ 3.6

2.2 3.6

1.5 3.6

1.+ 2.'

1.5 2.'

1.+ 2.'

2.2 3.3

2 3.3



,vv

3.6

2.'

3.6

2.'

2.'

2.'

3.32.6

3.3

3.3

2.'

3.3

3.3

3.3

3.3

plani semanal 4

Documents