filtro anaerobio

Pd = 1465 n = 20

hab

años

C = 150 L/hab*dia Lf = 1 T = 0.5 días Diseñar una c!ara s"#$ica de dob%e co!#ar$i!en$o con &%$ro anaerobio' V = 1.3N(CT + 100Lf) V = 333287.5 L V = 333.29

m³

Di!ensiona!ien$o de %a c!ara s"#$ica V = B*L*h(liq)

B ≤ 2h

L/B = 2 ==> h= 

L = 2B m

333.29 = 2*B!*1.50 B = ".5 m #$ = B*h #$ = 25.818 2/3 h =

2.""7

2/3 h + 0." = h % (2/3 h + 0.") =

m! m

3.2"7

m

0.733 m ==> &im'i ' l ,q-'$'

(i) =

0.538

m!

5 #$ #$/(i) =

2.00

10 #$ #$/(i) =

.801

7

,q-'$'

 ' ,q-'$' * ,(,q-'$')=

5.133

&i$i i ,q-'$'=

1.321

'4i '$4' ,q-'$' =

m m

0.1"5

(i%$ro )naerbico

V = 1."0 * N * C * T V = 175800 V = 175.8

L m³

 = V/1.80  = 97.""7 5 #$/(i) = 10 #$/(i) = (i) = 13

m³ 1.28 8."

2.5" 1".25 0.1"

,q-'$'

&i$i i ,q-'$'= '4i '$4' ,q-'$' =

1.900 0.150

m