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APPLYING INTERNAL CIRCULATION ANAEROBIC REACTOR FOR WASTEWATER TREATMENT: A CASE STUDY IN SAIGON PAPER MILL WASTEWATER TREATMENT PLANT


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Figure 1.

Internal circulation reactor[12]
Internal circulation reactor[12]

Figure 2.

VFA and COD removal rate correlation[14]
VFA and COD removal rate correlation[14]

Figure 3.

Saigon Paper mill IC reactor
Saigon Paper mill IC reactor

Figure 4.

Effect of COD concentration on COD removal
Effect of COD concentration on COD removal

Figure 5.

Saigon Paper mill IC reactor Imhoff test results
Saigon Paper mill IC reactor Imhoff test results

BIOPAQ@ICX performance of Allard Emballages, France and Hamburger, Hungary compared to UASB average performance[15]

Treatment specification of BIOPAQ@ICX UASB average performance
Country France Hungary Country UK
COD load (kgCOD/m3.day) 6000–7000 7000 COD load (kgCOD/m3.day) 0.8–5.68
Flow rate (m3/h) 70–80 400–500 Flow rate (m3/h) 46–326
Biogas produce (m3/day) 2400–3000 15000 – 25000 Biogas produce (Nm3/day) 439–5992
Biogas quality (% CH4) 70 - Biogas quality (% CH4) 43.7–69.1
Removal rate (%) 80–90 74–90 Removal rate (%) 70–80

Saigon Paper mill IC reactor operating design

IC volume (m3) Diameter (m) Height (m) HRT (h) v (m/h) VLR (kgCOD/m3.d) Sludge volume (m3)
1395 9.5 20 4 45 m/h 6–14 650–750

Saigon Paper mill IC reactor influent and effluent tests result

Parameters Unit Value *QCVN12:2015/BTNMT
Influent Effluent
pH - 5.9–6.5 6.9–7.1 5.5–9
TSS mg/l 250–400 200–450 100
COD mg/l 1500–2500 300–600 150
Alkalinity mg/l 250–400 851–1000 -
VFA mg/l 420–630 85–110 -
N-NH4 mg/l 20–30 20–30 -
P-PO4 mg/l 4–6 7–9 -
Ca2+ mg/l 300–350 - -
SO4 2- mg/l 50–100 1–5 -

IC reactor treatment plants [8; 14]

Wastewater Company COD(mg/l) COD load (kgCOD/m3.d) Removal rate (%)
Brewery Harbin brewing (Shenyang) Co.,Ltd 2000–2800 - 80
Sweet potato starch in Zhengzhou 10865 21.9 84
Pulp and paper Fujian Nanping Paper - 12-15 65
YueYang Paper Co.,Ltd and Gaungxi Bossco Environment protection Technology Co.,Ltd - 20-26 > 75

Saigon Paper mill IC reactor Imhoff test results

P1 (mL/L) P2 (mL/L) P3 (mL/L) P4(mL/L) P5(mL/L)
830 800 750 0.8 0.2
900 770 840 1.2 0.2
900 850 810 0.5 0.5
930 850 880 0.2 0.1
900 870 890 0.3 0.4
950 920 950 0.2 0.5
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Temas de la revista:
Architecture and Design, Architecture, Architects, Buildings