design of conventional activated sludge plant (4125)
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diseño de filtro percoladorTRANSCRIPT
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20/5/2015 DesignofConventionalactivatedsludgeplant(4125)
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author: aayush210789 tags:
title: DesignofConventionalactivatedsludgeplant
description:
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P= 120000
s= 160
S= 200
E= 15
D= 3
W= 4.5
Population
Percapitasewagecontribution,lpcd
SettledsewageBOD5,mg/l
EffluentBOD5required,mg/l
Q= 19.200
Averageflow,mLd
e= 92.500
Efficiencyrequired,%
V= 6400.000
Volumeofaerationtank,m3
H= 8.000
Hydraulicretentionrate,hr
v= 0.600
Volumetricloading,kg/m3
r= 0.429
returnsludgeratio
A= 246.667
Airneeded,m3/min
L= 474.074
Lengthofaerationtank,m
F= 0.2
Foodtomicroorganismratio
M= 3000Mixedliquorsuspendedsolids,mg/l
Depthofaerationtank,m
Widthofaerationtankl,m
Calculate
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