Design and Calculation UASB Reactor for Sludge Treatment

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20 kg COD/d 19200 g 9.8 960.00 0.002 m 2 mm 1020 D 14.27 m 980 H 6 m μ 0.001002 kg/m/s D:H 2.38 Desired 2 v 1.02245E-06 μ/ρ Base Area 160.00 settling velocity 0.09 m/s velocity 0.13 m/h 5.22 m/min 0.0021 m/min 312.97 m/h 0.0000 m/sec velocity up 68.53% % 0.00059581 m/s recycle ratio (based on % of settling velocity) 17.16 recycle ratio ased on minimum fluidization velocit 1.4591444 F 20 F 20 COD 40 40000 mg/L 40000 π 3.142 800 kg COD/hr 203.69192 0.125 Limit 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 1/14 Фs 0.930475997 960400 26006.37 B= 960400 + 26006.37 - 4958.8 = 0 0.059580968 m/s OK B= 0.000524 k B=0 By Changing C45 kg COD /m 3 /d m 2 /s m 3 dp ρp kg/m 3 (4V /π H) 1/2 ρm kg/m 3 m 2 /s =πD 2 /4 m 2 =F/(πD 2 /4) m 3 /h kg COD/m 3 g/m 3 D 2 F/(πD 2 /4) ρf kg/m 3 m 2 /s dp Dp ρp kg/m 3 μf Ns/m 2 ρm kg/m 3 m 2 /s pf)g (150(1-єmff/(ФfDpumfρf)+1.75) pf)g єmf Фsєmf 3 1.75(ρfumf 2 sDpєmf 3 ) umf 2 150(1-єmffumf/(Фs 2 Dp 2 єmf 3 ) umf umf 2 umf umf

description

sludge treatment, design and calculation of slu

Transcript of Design and Calculation UASB Reactor for Sludge Treatment

Page 1: 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

Page 2: Design and Calculation UASB Reactor for Sludge Treatment

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Page 3: Design and Calculation UASB Reactor for Sludge Treatment

80 kg COD/m3/d