Organic Waste Recycling

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Biofuels production 183

Table 4.15 Characteristics of the UASB process (adapted from Weiland and Rozzi 1991)


Advantages Disadvantages
High organic removal capacity
Short HRT
Low energy demand
No need of packing media
Long experience in practice

Granulation process difficult to control
Granulation depends on wastewater properties
Start-up eventually needs granular sludge
Sensitive to organic and hydraulic shock loads
Restricted to nearly solid free wastewater
Ca2+ and NH 4 + inhibit granular formation
Re-start can result in granular flotation

Figure 4.16 Upflow anaerobic sludge blanket digester


4.4.3 Trouble-shooting


All biogas digesters will have problems sooner or later with their structure
components and in the operation and maintenance. Tables 4.18 and 4.19 deal
with problems associated with the dispersed-growth digesters, their causes and
remedies; while Table 4.20 deals with those of the attached-growth digesters,
i.e. anaerobic filters and UASB.


Liquid inlet

Settler/gas
separator
Liquid
Sludge blanket

Liquid outlet

Gas outlet
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