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以活性污泥法處理有色肉雞 ... - tlri.gov.tw

71 (1) (2) (2) (2) (3) (2)(4) 99 6 28 99 11 17 24 48 72h 12 24h COD BOD SS 24h COD BOD SS mg/L 48h 72h 12h COD BOD SS mg/L 24h 12h ( 2008) 6 kg 12 14 kg (1) 1608 (2) (3) (4) mpcheng 44(1):71~80,201172 98 4 1 7 3 ( 2007) 7 (BOD) (COD) (SS)

73 所消耗之溶氧(niea w510.54b)。ss以103 ℃ ~ 105 ℃ 乾燥法(niea w210.57a)。真色色度(admi) 參照水中真色色度檢測方法-分光光度計法(niea w223.51b)分析。

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Transcription of 以活性污泥法處理有色肉雞 ... - tlri.gov.tw

1 71 (1) (2) (2) (2) (3) (2)(4) 99 6 28 99 11 17 24 48 72h 12 24h COD BOD SS 24h COD BOD SS mg/L 48h 72h 12h COD BOD SS mg/L 24h 12h ( 2008) 6 kg 12 14 kg (1) 1608 (2) (3) (4) mpcheng 44(1):71~80,201172 98 4 1 7 3 ( 2007) 7 (BOD) (COD) (SS) (ADMI) 80 150 80 mg/L 550 10 L Kist et al.

2 (2009) 103,000 1500 m3 L (Bratby, 1978; de Nardi et al., 2008 ) (Rusten et al., 1990; Eremektar et al., 1999) (UASB) (Al-Mutairi et al., 2008; Del Nery et al., 2007; de Nardi et al., 2008; Ch vez et al., 2005) I. 1 1 1 2 II. ( 20 cm 25 cm mm) 4 C III. 450 L 1200 L 4 18 (SV30) (DO) IV. 1 100 L (W L D=49 69 30 cm) 24 48 72h 100 50 L 100 L 12 24h 200 100 L (SV30) (DO) V.

3 PH pH (Denver Instrument) EC (Microprocessor conductivity meter, WTW) COD (NIEA ) BOD 73 (NIEA ) SS 103 C 105 C (NIEA ) (ADMI) (NIEA ) VI. HRT 24 48 72h 12 h 24 h pH COD BOD SS ADMI (Statistical Analysis System SAS, 1999) (General Linear Model Procedure GLM) (Duncan s New Multiple Range Test) I. 98 4 5 10 5 pH COD BOD SS 1 COD BOD SS 1127 551 459 mg/L COD BOD ADMI 1050 737 mg/L 194 (Chen et al., 2005) Ch vez et al. (2005) BOD COD SS 5500 7333 938 mg/L Del Nery et al.

4 (2008) COD SS 2504 484 mg/L Kist et al. (2009) BOD COD 990 2000 2373 2610 mg/L 1. Fig. and continuous activated sludge processes. 74 1. Table 1. The properties of slaughterhouse wastewater of colorful broiler BOD/COD (Metcalf and Eddy, 2003) (aerobic systems) (anaerobic systems) (COD 4000 mg/L) ( COD 1000 mg/L) (Chan et al., 2009) BOD/COD COD 1127mg/L (Chan et al., 2009) 2 . Fig. 2. The SV30 of activated sludge during cultivation 75 (biomass flocculation) (SS) (Leslie Grady et al.)

5 , 1999) II. (i) 4 3 75 75 95 cm 1 130 80 95 cm 450 L 1200 L 30 150 400 L 450 L 1200 L (SV30) (DO) 4 SV30( 2) 50 mL/L (5 ) SV30 20 30 ( 1995) 4 mg/L 1 3 gm/L ( 2009) 1 18 3 450 L 1200 L (9 16 ) 700 L 5 (100 L ) (ii) 98 11 100 L 5 (W L D=49 69 30 cm) 1 3 1 2 24 48 72h 9 30 100 50 L 100 50 L 100 L 12 24h 140 70 mL 200 100 L 24house(h)48122472 2.

6 76 ( ) (SV30) (DO) (Mixed liquor suspended solid, MLSS) (Mixed liquor volatile suspended solid, MLVSS) (Organic loading, F/M) (F/V) (Sludge volume index, SVI) pH COD BOD SS ADMI 2 SV30 200 mL/L 2 4 mg/L F/M kg BOD5/kg MLVSS day SVI ml/g HRT 12 h 24 h SVI ml/g F/V 24 48 72 1224 h kg BOD5/m3 day (iii) 24 48 72h 12 24 h COD BOD SS ADMI (P ) (n=17) 3 pH EC COD BOD SS ADMI mS/cm 985 480 325 mg/L 285 24h 12 h COD BOD SS mg/L mg/L HRT 24 48 72h HRT 12 h 24 h COD BOD SS ADMI ( 3) HRT 24h HRT 2448721224(h)house 3.

7 77 12 h Chen et al. (2005) HRT 8h COD BOD SS ADMI 94 91 86 84 71 29 43 mg/L 47 HRT 93442 103977 1500 m3 (HRT 10 h) (lagoon, HRT 10 days) COD BOD 2373 2610 mg/L 990 2000 mg/L 98 124 mg/L 21 85 mg/L (Kist et al., 2009) COD 7333 mg/L (5800 1600 mg/L) BOD 5500 mg/L (4524 8700 mg/L) 3 L UASB (10 g/L) HRT 4h F/V 31 kg BOD5 BOD 95 (Ch vez et al, 2005) BOD 275 mg/L UASB (Disolved air flotation, DAF) 142m3 DAF 2 450m3 UASB COD SS 4137 791 mg/L DAF 2504 484 mg/L UASB 884 232 mg/L (Del Nery et al, 2008 ) COD 65 COD BOD COD 551 1127 mg/L BOD/COD 24h 12h COD BOD SS ADMI 24h 12h (98 -B2)

8 2008 2007 2009 1995 Al-Mutairi, N. Z., F. A. Al-Sharifi and S. B. Al-Shammari. 2008. Evaluation study of a slaughterhouse wastewater treatment plant including contact-assisted activated sludge and DAF. Desalination 225: 167 175. 78 Bratby, J. R. 1978. Aspects of sludge thickening by dissolved air flotation. Water Pollut. Control 77: vez, P. C., L. R Castillo, L. Dendooven and E. M. Escamilla-Silva. 2005. Poultry slaughter wastewater treatment with an up-flow anaerobic sludge blanket (UASB) reactor. Bioresource Technology 96: 1730 , Y. J., M. F. Chong, L. L. Chung and D. G. Hassell. 2009. A review on anaerobic-aerobic treatment of industrial and municipal wastewater.

9 Chemical Engineering Journal 155 , C. K., S. L. Lo and R. S. Lu. 2005. Feasibility study of an activated sludge/contact aeration combined system. Environ. Eng. Sci. 22(4): Nardi, I. R., Fuzi and V. Del Nery. 2008. Performance evaluation and operating strategies of dissolved-air flotation system treating poultry slaughterhouse wastewater. Resources, Conservation and Recycling 52: 533 Nery, V., I. R. de Nardi, M. H. R. Z. Damianovic, E. Pozzi, A. K. B. Amorim and M. Zaiat. 2007. Long-term operating performance of a poultry slaughterhouse wastewater treatment plant. Resources, Conservation and Recycling 50(1): Nery, V., E. Pozzi, M. H. R. Z. Damianovic, M. R. Domingues and M. Zaiat. 2008. Granules characteristics in the vertical profile of a full-scale upflow anaerobic sludge blanket reactor treating poultry slaughterhouse wastewater.

10 Bioresource Technology 99: 2018 , T. G., B. Eliosov, C. G. Schmit, K. Jahan and K. Y. Park. 2002. Activated sludge and other aerobic suspended culture processes. Water Environ. Res. 74(4) , G., C. Ubay E. Okg r, S. vez, F. B. Germirli and D. Orhon. 1999. Biological treat ability of poultry processing plant effluent a case study. Water Sci. Technol. 40(1):323 , R. and J. G. Henry. 1980. Assessing flotation behavior of different types of sewage suspensions. Progress Water Technol. 12: , L. T., S. El Moutaqi and E. L. Machado. 2009. Cleaner production in the management of water use at a poultry slaughterhouse of Vale do Taquari, Brazil: a case study. J. Cleaner Production 17 Grady Jr. C. P., G. T. Daigger and H. C. Lim. 1999. Biological Wastewater Treatment. 2nd ed. CRC and Eddy. 2003.