in the Philippines
Characteristics of fecal sludge Characteristics of fecal sludge may vary widely due to climate, toilet type, diet and other variables. Fecal sludge can be grouped by consistency as "liquid" (total solids or TS 25%). Performing a waste characterization study helps to understand local conditions and provides data that factors into treatment plant sizing. It can also help to estimate the value of the products that can be derived from the treatment process. The main physico-chemical parameters commonly measured to characterize fecal sludge include:
BOD,
total suspended solids, % solids, indication of sand,
COD,
ammonium, total nitrogen and total phosphorus, Fats, Oil and Grease (FOG),
Sludge Volume Index (SVI), pH,
alkalinity. Relatively little data exists on
pathogen content in fecal sludge. One study from rural Bangladesh determined 41
helminth eggs per g of fecal sludge from pit latrines. The characteristics of fecal sludge may be influenced by:
Drying beds Simple sludge drying beds can be used for
dewatering and drying, as they are a cheap and simple method to dry fecal sludge (they are also widely used to dry
sewage sludge). Drainage water must be captured; drying beds are sometimes covered but usually left uncovered. Drying beds are typically composed of four layers (from top to bottom): Sludge, sand, fine gravel, coarse gravel and drainage pipes. Fecal sludges behave differently during dewatering processes than
wastewater sludges. The amount of
extracellular polymeric substances (EPS) can be an important predictor for fecal sludge dewatering performance. • Technologies that can produce a dried or carbonized solid fuel from fecal sludge include: drying,
pelletizing,
hydrothermal carbonization, and slow
pyrolysis.
On site treatment using Mobile Treatment Units (MTUs) The Water Sanitation and Hygiene Institute of India has developed a truck based mobile treatment unit that is able to treat fecal sludge on site. The MTUs were evaluated in a technical paper authored by Aaron Forbis-Stokes. The system was evaluated for operational and treatment performance while processing septage in the field at 108 sites in Tamil Nadu, India. This option is preferable as it does not require transport of the septage and avoids the common practice of illegal disposal of untreated septage into the environment. Six mobile septage treatment units have been built to date using readily available filters and membranes (mesh fabric, sand, granular activated carbon (GAC), microfilter, ultrafilter) and installed on the bed of a small truck. The target application is emptying of septic or sewage holding tanks and concentration of suspended solids while generating a liquid that could be safely discharged. With support from a USAID grant, the WASH Institute is working to scale the MTU solution as the preferred option over traditional vacuum trucks that discharge wastes into the environment.
Co-treatment at wastewater treatment plants Co-treatment of septage at
wastewater treatment plants may be considered where the volume of septage removed from on-site facilities is small, as will be the case in situations where most households have access to
sewerage. However, the high strength of septage and fecal sludge means that relatively small volumes of both can have a large impact on the organic, suspended solids, and nitrogen loads on a wastewater treatment plant. Possible consequences include an increase in the volume of screenings and grit requiring removal; increased odour emission at headworks; increased scum and sludge accumulation rates; and increased organic loading, leading to overloading and process failure, and the potential for increased odour and foaming in aeration tanks. Because of their partly digested nature, septage and fecal sludge will usually degrade at a slower rate than municipal wastewater. Therefore, their presence is likely to have an adverse impact on the efficacy of treatment processes. The intermittent nature of fecal sludge and septage loading can also amplify the problems identified above. Despite these possible drawbacks, wastewater treatment facilities with spare capacity are a potential resource to be investigated. Even where co-treatment is not an option, existing wastewater treatment plants may provide land in strategic locations, close to areas of demand for septage management services. Separate preliminary treatment and solids-liquid separation facilities should always be provided for septage/fecal sludge. Solids-liquid separation will reduce both the overall load and the proportion of digested material in the liquid fraction and will thus lessen the possibility that it will disrupt wastewater treatment processes. Separated solids can be treated along with the sludge produced in sedimentation tanks during the wastewater treatment process.
Technology selection A formal process should be used for making an informed technology selection for the treatment of the fecal sludge. It is usually
a collaborative process conducted by stakeholders, consultants, the operator and the future owner of the facility
. The process is based on a long term vision planning with stakeholders as part of citywide sanitation planning. The expected waste flows (volume), their strength, characteristics, and variability in each area need to be known. A formal and transparent process for developing appropriate plans and designs for wastewater and fecal sludge treatment plants will achieve local buy-in and ownership of technology decisions, which is critical for the long term success and sustainability of the program. ==Reuse options==