minera troy
2
N I V E L 2 0 0 0 N I V E L 2 0 5 0 G A L E R I A 9 0 0 S E C R U C E R O 9 5 5 P O L V O R I N E X P L O S I V O S P O L V O R I N A C C E S O R I O S C H . C . 9 0 2 ( C O N T A P O N ) C H . C . 0 2 2 E S T 9 4 2 S W X C 0 1 8 S W C H . C . 0 5 3 C H . C . 0 9 0 C H . C . 1 5 0 C H . C . 9 9 7 G A L 9 7 8 S E G A L 9 7 8 N W G A L 9 7 8 S E G A L 9 9 9 S E C H . C . 0 3 4 C H . C . 0 7 8 C H . C . 0 1 0 C H . C . 9 9 1 C H . C . 9 5 3 C H . C . 0 0 2 G A L 9 4 8 S E B O C A M I N A X C 9 1 0 C H . C . 1 2 5 C H . 1 1 4 C H . C . 1 6 5 G A L 1 1 4 S E B O C A M I N A BOCAMINA X C 9 8 2 S E B O C A M I N A G A L 5 4 3 A = 7 .8 3 m 2 , V = 3 0 m . / m i n Q = 2 3 4 m 3 / m i n . A = 3.6 m2, V = 20 m./min Q = 72 m3/min. A = 2.1 m2, V = 15 m./min Q = 31 m3/min A = 2.4 m2, V = 20 m./min Q = 48 m3/min. A = 3.03 m2, V = 60 m./min Q = 181.6 m3/min. A = 2.63 m2, V = 12 m./min Q = 31.56 m3/min. A = 3.40 m2, V = 15 m./min Q = 51 m3/min. A = 2.25 m2, V = 20 m./min Q = 45 m3/min. A = 3.40 m2, V = 15 m./min Q = 51 m3/min. A = 3.80 m2, V = 20 m./min Q = 76 m3/min. A = 3.0 m2, V = 30 m./min Q = 90 m3/min. C H . C . 9 8 8 A = 5 . 2 0 m 2 , V = 3 0 m . / m i n Q = 1 5 6 m 3 / m i n . A = 7 .5 4 m 2 , V = 6 0 m . / m i n Q = 4 5 2 .4 m 3 / m i n . A = 6 . 4 4 m 2 V = 6 0 m . / m i n Q = 3 8 6 m 3 / m i n . A = 6 .6 8 m 2 Q = 4 0 0 .8 m 3 / m i n V = 6 0 m . / m i n A = 3.77 m2 V = 30 m./min Q =113 m3/min A = 1.95 m2 V = 20 m./min Q = 39 m3/min A = 3.42 m2 V = 20 m./min Q = 68.4 m3/min A = 2.85 m2 V = 15 m./min Q = 42.75m3/ min LEYENDA Flujo de aire limpio Flujo de aire contaminado Nivel 2050 Nivel 2000 TOTAL Variacion Porcentaje 994.80 35,126.38 Caudal ingreso 400.80 14,152.25 1,395.60 49,278.63 319.61 11,285.44 22.90 % 775.99 27,400.20 Caudal salida 300.00 10,592.99 1,075.99 37,993.19 -319.61 -11,285.44 -22.90 % Lugar Labor Vertical Labor Horizontal E S T 9 4 7 N E X C 9 6 0 S E X C 0 0 3 S W G A L 9 6 0 S E S N 8 9 0 S E S N 8 6 0 S E S N 8 6 0 N W E S T 9 6 2 N E E S T 9 7 7 N E S N 9 4 4 S E S N 9 7 2 S E S N 0 1 7 S E S N 0 1 7 N W X C 0 0 3 N E E S T 0 0 3 E S T 0 3 9 N E E S T 6 7 6 N E E S T 1 6 7 N E E S T 1 6 2 S W E S T 1 8 8 S W E S T 9 9 0 S W G A L 0 3 8 S E C X 6 7 6 N E E S T 0 2 5 N E G A L 0 5 8 S E G A L 9 8 5 S E
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Transcript of minera troy
8/18/2019 minera troy
http://slidepdf.com/reader/full/minera-troy 1/1
N I V E L 2 0 0 0
N I V E L
2 0 5 0
G A L E R
I A 9 0 0 S E
C R U C E R
O 9 5 5
P O L V O R I N E X P L O S I V O S
P O L V
O R I N
A C C E
S O R I O
S
C H .
C .
9 0 2
( C O N
T A P O N )
C H .
C .
0 2 2
E S T 9
4 2 S W
X C 0 1 8 S
W
C H .
C .
0 5 3
C H .
C .
0 9 0
C H .
C .
1 5 0
C H . C . 9 9 7
G A L 9 7 8 S E
G A L 9 7 8 N W
G A L 9 7 8 S E
G A L 9 9 9 S E
C H . C . 0 3 4
C H . C . 0 7 8
C H . C . 0 1 0
C H . C . 9
9 1
C H . C . 9 5 3
C H . C . 0 0 2
G A L 9 4 8 S E
B O C A M I N A
X C 9 1 0
C H . C . 1 2 5
C H .
1 1 4
C H . C . 1 6 5
G A L 1 1 4
S E
B O C A M I N A
BOCAMINA
X C 9 8 2 S
E
B O C A M I N A
G A L 5 4 3
A = 7 .8 3 m 2 ,
V = 3 0 m . / m i n
Q = 2 3 4 m 3 / m i n .
A = 3.6 m2,V = 20 m./min
Q = 72 m3/min.
A = 2.1 m2,V = 15 m./min
Q = 31 m3/min
A = 2.4 m2,V = 20 m./min
Q = 48 m3/min.
A = 3.03 m2,V = 60 m./min
Q = 181.6 m3/min.
A = 2.63 m2,V = 12 m./min
Q = 31.56 m3/min.
A = 3.40 m2,
V = 15 m./minQ = 51 m3/min.
A = 2.25 m2,V = 20 m./min
Q = 45 m3/min.
A = 3.40 m2,V = 15 m./min
Q = 51 m3/min.
A = 3.80 m2,V = 20 m./min
Q = 76 m3/min.
A = 3.0 m2,
V = 30 m./min
Q = 90 m3/min.
C H . C . 9 8 8A
= 5 . 2 0 m
2 ,
V = 3 0 m
. / m i n
Q = 1 5 6 m
3 / m i n .
A = 7 .5 4 m 2 ,
V = 6 0 m . / m i n
Q = 4 5 2 .4 m 3 / m i n .
A = 6 . 4 4 m 2
V = 6 0 m
. / m i n
Q = 3 8 6 m
3 / m
i n .
A = 6 .6 8 m 2 Q = 4 0 0 .8 m 3
/ m i n
V = 6 0 m . / m i n
A = 3.77 m2
V = 30 m./min
Q =113 m3/min
A = 1.95 m2
V = 20 m./min
Q = 39 m3/min
A = 3.42 m2
V = 20 m./min
Q = 68.4 m3/min
A = 2.85 m2
V = 15 m./min
Q = 42.75m3/min
LEYENDA
Flujo de aire limpio
Flujo de aire contaminado
Nivel 2050
Nivel 2000
TOTAL
VariacionPorcentaje
994.80 35,126.38
Caudal ingreso
400.80 14,152.25
1,395.60 49,278.63
319.61 11,285.4422.90 %
775.99 27,400.20
Caudal salida
300.00 10,592.99
1,075.99 37,993.19
-319.61 -11,285.44-22.90 %
Lugar
Labor Vertical
Labor Horizontal
E S T 9
4 7 N E
X C 9 6 0 S E
X C 0 0 3 S
W
G A L 9 6 0 S E
S N 8 9 0 S E
S N 8 6 0 S E
S N 8 6 0 N W
E S T 9
6 2 N E E S
T 9 7 7
N E
S N 9 4 4 S E
S N 9 7 2 S E
S N 0 1 7 S E
S N 0 1 7 N W
X C 0 0 3 N
E
E S T 0
0 3
E S T 0
3 9 N E
E S T 6
7 6 N E
E S T 1
6 7 N E
E S T 1
6 2 S W
E S T 1
8 8 S W
E S T 9
9 0 S W
G A L 0 3 8 S E
C X 6 7 6 N
E
E S T 0
2 5 N E
G A L 0 5 8 S E
G A L 9 8 5 S E
