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Chapter 9<br />

Co-treatment of Faecal Sludge<br />

in Municipal Wastewater<br />

Treatment Plants<br />

Technology<br />

Carlos M. Lopez-Vazquez, Bipin Dangol, Christine M. Hooijmans and<br />

Damir Brdjanovic<br />

Learning Objectives<br />

• Understand the biodegradability and fractionation of organic matter and nitrogen compounds<br />

in faecal sludge.<br />

• Understand the principles, key considerations and potential impacts of co-treatment of faecal<br />

sludge in sewer-based wastewater treatment systems.<br />

• Determine volumes of faecal sludge that can be effectively co-treated in wastewater treatment<br />

plants.<br />

• Understand the potential negative ramifications of co-treating faecal sludge in sewer-based<br />

wastewater treatment systems.<br />

9.1 Introduction<br />

The use of onsite sanitation technologies can be a sustainable solution to meet sanitation goals in a<br />

faecal sludge management (FSM) service chain, as long as the faecal sludge (FS) from these systems is<br />

collected, transported, treated, and then used for resource recovery or safely disposed of. One possibility<br />

for FS treatment is co-treatment with sewer-based wastewater treatment technologies. However, it<br />

is common knowledge that the majority of wastewater treatment plants (WWTPs) in low-income<br />

countries have failed, and improper co-treatment with FS has even been the cause of some failures.<br />

Hence, the objective of this chapter is to illustrate through modelling of WWTPs how these failures<br />

occurred, and the extreme difficulties with co-treatment that must be addressed to avoid failures. First,<br />

the chapter addresses activated sludge processes, and then anaerobic technologies including upflow<br />

anaerobic sludge blanket (UASB) reactors, digesters, and ponds. Co-treatment in ponds is also discussed<br />

in Chapter 5.<br />

177

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