Anaerobic biodegradability and digestion in accumulation systems for concentrated black water and kitchen organic-wastes.

The feasibility of two accumulation-systems (AC) for anaerobic digestion and storage of concentrated black water with (AC1) or without (AC2) urine + kitchen organic-wastes was investigated. The waste(water) was collected by two vacuum toilet/transport systems. The influent-total COD of the AC2 (53,000 mg/L) was more concentrated by four times than that of the AC1. The suspended COD represented the major part (71-73%) of influent total COD of the two systems. The batch-experiments results showed a high anaerobic biodegradability of the waste(water) (> 85%). The AC systems demonstrated stable performance. There was no inhibition effect of NH4 and VFA concentration decreased in time. Total COD removal of 58% was achieved in both systems, after 105 days at 20 degrees C. Moreover, if only the supernatant in AC1 is withdrawn and the settled sludge stays for the next runs, only 20% of the influent total COD will be in the supernatant. In AC2, 74% of influent ortho-P was removed by precipitation. Therefore, the settled sludge in the AC2 had a high total-P concentration of 1,300 mg/L. The C:N:P ratios of the supernatant and the sludge were 26:13:1 and 35:4.5:1, respectively, in the AC1, and were 28:14:1 and 32:2.4:1, respectively, in AC2.

[1]  Awwa,et al.  Standard Methods for the examination of water and wastewater , 1999 .

[2]  Grietje Zeeman,et al.  The role of anaerobic digestion of domestic sewage in closing the water and nutrient cycle at community level , 1999 .

[3]  M Oldenburg,et al.  Innovative technologies for decentralised water-, wastewater and biowaste management in urban and peri-urban areas. , 2004, Water science and technology : a journal of the International Association on Water Pollution Research.

[4]  Peter A. Wilderer,et al.  Decentralized and centralized wastewater management: a challenge for technology developers , 2000 .

[5]  G. Zeeman,et al.  Low temperature pre-treatment of domestic sewage in an anaerobic hybrid or an anaerobic filter reactor. , 2002, Bioresource technology.

[6]  J. B. van Lier,et al.  Thermophilic anaerobic wastewater treatment : temperature aspects and process stability , 1995 .

[7]  E. Heerden,et al.  Modelling struvite precipitation in anaerobic treatment systems , 1994 .

[8]  Martin Oldenburg,et al.  Source control in urban sanitation and waste management: Ten systems with reuse of resources , 1999 .

[9]  Martin Oldenburg,et al.  Innovative Technologies for Decentralised Wastewater Management in Urban and Peri-Urban Areas , 2002 .

[10]  Grietje Zeeman,et al.  Anaerobic Biodegradability and Treatment of Egyptian Domestic Sewage , 2003, Journal of environmental science and health. Part A, Toxic/hazardous substances & environmental engineering.

[11]  G. Zeeman,et al.  Biodegradability and change of physical characteristics of particles during anaerobic digestion of domestic sewage. , 2001, Water research.

[12]  M. Halalsheh Anaerobic pre-treatment of strong sewage : a proper solution for Jordan , 2002 .

[13]  Nidal Mahmoud,et al.  Anaerobic pre-treatment of sewage under low temperature (15 [degrees] C) conditions in an integrated UASB-digester system , 2002 .