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pulpa acuosafujo(Tm/h) %inicio %producto %prueba discontinua dens. P

250 2 40 1.5 2!0

tiempo(min) altura(cm)0 4!."

2 45.!4 4".1 40."! "#.5

10 "4.12 "1.#14 2!.!1 2.221 1$."24 1.4

"0 1"."$ 10.$4! $.15$ #.! .$## .2

(&) ' 1.40"!2*+ ' 0.$$$!550!

%(&) ' 25

*+ ' 0.$$

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dens. - inicio prod.1000 20.25 5"".!

tiempo(min) altura calcul.0 4!.#

2 45.!4 4" 40.2! "#.4

10 "4.12 "1.!14 2$1 2.221 1$.224 1.4

"0 1".!"$ 114! $.25$ #.#! .!## .1

!2!!& 4!.50#5#5#

h vs t

.!2!4"051# &,0.!5$"24520"

"14$4#$

h vs t

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21$.#5#$#prueba

15.141.40"!

(cm/min) hi(cm) (/)1.4 4!.# 15.14

1.4 4!.# 15.141.4 4!.# 15.141.4 4!.# 15.141.4 4!.# 15.141.4 4!.# 15.141.4 4!.# 15.141.4 4!.# 15.141.4 4!.# 15.14

1.40"! 4!.# 15.140.5$#2 "0.#" 2".$$

0."$44 25." 2!.##0.2422 20.45 ".050.14 1#.1 4".120.1122 14."2 51.4$0.0!2 12. 5!.240.0!4 11."# 4.!5

31) '1.40"!( / 31) '21$.#5!( / ,(1.!5$)

%(&) ' 450.154!0"4

*+ ' 0.$$!$#424"

v

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eloc. el lodo espesado(mm/h) eloc. el lodo e

10000 10

(/) eloc.(cm/min)

0 0

1 450.152 104.#!" 44.#4 24."$5 15.2 10.4# #.52

12 2.421# 1.122 0.!

2# 0.44"2 0."1"# 0.2"42 0.1#4# 0.1452 0.115# 0.0$2 0.0!# 0.0##2 0.0## 0.05!2 0.04!# 0.04$2 0.0"

102 0.0"112 0.02122 0.021"2 0.02142 0.01152 0.0112 0.01

1#2 0.011!2 0.011$2 0.01202 0.01212 0.01222 0.012"2 0242 0

2 &,2.102$!!1$

vs C

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252 022 02#2 02!2 02$2 0"02 0

"12 0"22 0""2 0

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pesado(cm/h) 6rea(cm2)0 5221"!.!

-0 0 0

0.4502 0.01# 0.4$0.20$ 0.0""" 0.242$

0.1"4 0.05 0.1!40.0$# 0.0# 0.14"0.0#" 0.0!"" 0.15$0.024 0.1 0.1240.052 0.11# 0.1$"

0.02$ 0.2 0.22$0.01$# 0.2!"" 0."0"

0.015 0."# 0."!1#

0.011$ 0.45 0.41$0.00$$ 0.5""" 0.54"20.00!5 0.1# 0.2520.00#1 0.# 0.#0#10.00 0.#!"" 0.#!$$0.005# 0.!# 0.!#240.0051 0.$5 0.$551

0.005 1.0""" 1.0"!"0.004# 1.11# 1.12140.004" 1.2 1.204"0.00"$ 1.2!"" 1.2!#20.00"" 1."# 1."#0.00"5 1.45 1.45"50.002! 1.5""" 1.5"10.00"1 1.# 1.#0"10.0022 1.!# 1.!!$0.0024 2.0""" 2.0"5#0.002 2.2 2.2020.0014 2."# 2."!10.0015 2.5""" 2.5"4!0.001 2.# 2.#01

0.001# 2.!# 2.!!40.001! ".0""" ".0"510.001$ ".2 ".201$

0.002 "."# "."!#0.0021 ".5""" ".5"54

0 ".# ".#0 ".!# ".!#0 4.0""" 4.0"""

_ _

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0 4.2 4.20 4."# 4."#0 4.5""" 4.5"""0 4.# 4.#0 4.!# 4.!#0 5.0""" 5.0"""

0 5.2 5.20 5."# 5."#0 5.5""" 5.5"""

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6rea(m2) di7metro(m)52.21 !.15

- /s

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P.8bica (micromts) raccion(aire) racc.(etanol) P9(aire)arena 0.0000#5 0.## 0.2" 2!.$!

:(m") ;(m2)

em(lb/ht2) >(?/sm2) >m(?/sm2) ens. @paren.

1.45# 0.005 0.002 14#."

altura del lecho(m) m(m) Am 0.!5 0.$#! 0.4"#

esericidad porosidad0.!0 0."54

caida de presion(B/m2) atm mmC14"#!.#25 1."$2 105#.$2

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P9(etanol) presion(atm) temp.() ens. @bs. (cm) iscosid(cp)

4 ".$1 "0 2550 !5 0.45presion(bar)9@DE9AT*FE

"

G/@

1400.205

1."$2 2.5$ "."$$ 4."21.5$" 2."! ".1"" 4.1!#1.0" 2."5! ".12 4.1!11.0 2."55 ".11 4.1#$1.0 2."55

)( 32 )( 32 ," )(/ ," )_ (/

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esericidad porosidad relacion entre el >(operaciHn) I >m e&pansion d

0.!0 0."54 2.5 1

>m(lb/ht2) >(?/sm2)0.2# 1.21! 0.0041 145!.24$0.21 1.1! 0.004 15.!$0.21 1.1! 0.004 15$0.4"0.21 1.1! 0.004 15$!.5!"

/_ ( ," ) ( ,2 )_/

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l espesor(%)

5

1.5$"1.0"1.01.0

)(