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CONDUCIR TODO EL EFLUENTE DE ESTRELLA HASTA LA ALTURA DE LAS

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POZAS DE AGUA DEE VIJUS Y HACER SU TRATAMIENTO EN ESE PUNTO.

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DENSIDAD

HORA % DE SOLIDOS

14:35 1030 4.50%

14:43 1245 32.00%

14:4 1220 2!.00%

14:51 1140 1!.50%

2:3" 1120 1.50%

1#:1! 11"5 25.00%

1#:23 1220 2!.00%

DENSIDAD DEPULPA $&'(3)

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ESCALA MOHS A*RASIVIDAD

1 + 3 N, A-+/,

3 L&+( A-+/,

4 + # M++( A-+/,

+ ! A6+( A-+/,

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MALLA % PASANTE % PASANTE

7(200 5 0.05 !.! !!.2

7(20 53 0.053 !5.1 !#.#

7(325 45 0.045 !3.# !4.

7(400 3" 0.03" !1.2 !1.4

7(450 35 0.035 !0 !0.3

7(500 25 0.025 ". "#.#

7(#35 20 0.02 "5.# "1."

8(#35 0 0 0 0

45.#

0 2.1

A*ERTURA

$(9+/)

A*ERTURA

$(()

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MALLA % PASANTE % PASANTE

7(200 5 0.05 !.! !!.2

7(20 53 0.053 !5.1 !#.#7(325 45 0.045 !3.# !4.

7(400 3" 0.03" !1.2 !1.4

7(450 35 0.035 !0 !0.3

7(500 25 0.025 ". "#.#

7(#35 20 0.02 "5.# "1."

8(#35 0 0 0 0

% RETENIDO % RETENIDO % ACUM % ACUM

2.1 0." 2.1 0." 2.1

2." 2.# 4.! 3.4 4.!

1.5 1.! #.4 5.3 #.4

2.4 3.3 "." ".# "."

1.2 1.1 10 !. 10

2.3 3. 12.3 13.4 12.3

2.1 4." 14.4 1".2 14.4

"5.# "1." 100 100 #0

80.02 21.142"5 80.10"5143

80.005

A*ERTURA$(9+/)

A*ERTURA$(()

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0.05

0.053

0.045

0.03"

0.035

0.025 21.142"5

0.02 80.005

80.10"5143

80.0""5143

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1#.1

3".4#4.

"5.1

100

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0.04

0.104

0.14

0.20"

0.2!5

0.04 1#.1 0.04

0.104 3".4 0.1040.14 #0

0.20" #4. 0.14

0.2!5 "5.1 0.20"

100 0.2!5

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0.215!25! 8 0.022#2!#3

1.215!25! ; 0.1#!#2!#3

; 0.13!3155!

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