Cellular kinetics and associated reactor design: Modelling Cell Growth
Design and Calculation UASB Reactor for Sludge Treatment
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Transcript of Design and Calculation UASB Reactor for Sludge Treatment
20kg COD/d 19200
g 9.8 960.00
0.002 m 2 mm
1020 D 14.27 m
980 H 6 mμ 0.001002 kg/m/s D:H 2.38 Desired 2
v 1.022449E-06 μ/ρ Base Area 160.00
settling velocity 0.09 m/s velocity 0.13 m/h5.22 m/min 0.0021 m/min
312.97 m/h 0.0000 m/secvelocity up 68.53% %
0.0005958097 m/s recycle ratio (based on % of settling velocity) 17.16recycle ratio (based on minimum fluidization velocity) 1.4591444
F 20 F 20
COD 40 40000 mg/L 40000 π 3.142
800 kg COD/hr 203.69192
0.125Limit 2500 mg/L
Required Conversion 93.75%
Re ρuD/μ TRIAL CALCULATION
g 9.8
u m/s 0.025 m
m/s 1500
994
v μ/ρ μ 0.000693 kg/m/s
4958.8
0.425
1/14Фs 0.9304759966
960400
26006.37
B= 960400 + 26006.37 - 4958.8 = 0
0.0595809679 m/s OKB= 0.000524Goal Seek B=0 By Changing C45
kg COD /m3/d
m2/s m3
dp
ρp kg/m3 (4V /π H)1/2
ρm kg/m3
m2/s =πD2/4 m2
=F/(πD2/4)
m3/h
kg COD/m3 g/m3
D2
F/(πD2/4)
ρf kg/m3 m2/s
dp
Dp ρp kg/m3
μf Ns/m2 ρm kg/m3
m2/s
(ρp-ρf)g(ρfumf2/ФsDpєmf
3)*(150(1-єmf)μf/(ФfDpumfρf)+1.75)
(ρp-ρf)g
єmf
Фsєmf3
1.75(ρfumf2/ФsDpєmf
3) umf2
150(1-єmf)μfumf/(Фs2Dp
2єmf3) umf
umf2 umf
umf
100
90
80
70% conversion
60
50
40
30
20
10
0
0 10 20 30 40 50 60 70
80 kg COD/m3/d