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Co-treatment of Septage and Faecal Sludge in Sewage Treatment Facilities [Pehme köide]

  • Formaat: Paperback / softback, 90 pages, kõrgus x laius x paksus: 234x156x18 mm
  • Ilmumisaeg: 19-Mar-2020
  • Kirjastus: IWA Publishing
  • ISBN-10: 1789061261
  • ISBN-13: 9781789061260
  • Formaat: Paperback / softback, 90 pages, kõrgus x laius x paksus: 234x156x18 mm
  • Ilmumisaeg: 19-Mar-2020
  • Kirjastus: IWA Publishing
  • ISBN-10: 1789061261
  • ISBN-13: 9781789061260
Over the past few years on-site sanitation has been widely promoted as a solution which can be quickly implemented to address sanitation issues, and it is gaining traction. As such, treatment of the contents emptied from on-site containments has become a pressing issue. While dedicated treatment facilities for this purpose have been advocated, co-treating these wastes in sewage treatment facilities is a promising option, which many countries have implemented or are exploring. This option maximises the utilisation of city infrastructure. In cases where the existing sewage treatment facilities are underutilised, co-treatment presents a ready solution for managing fecal sludge and septage. In spite of co-treatment being a well-known practice in many countries, it remains clouded in uncertainty, especially regarding the technical advisability, and potential risks of co-treating fecal sludge or septage in sewage treatment plants. Planners and decision-makers are often very apprehensive in considering co-treatment. As a result, the opportunity to better utilise available infrastructure for co-treatment of sludge is often being missed. Meanwhile, there are also many cases where co-treatment has been tried, either successfully or otherwise, but it has not been possible to draw conclusions from these, to guide the way forward. This guide book explores some of the basic principles behind sewage treatment, and how it may be impacted by co-treatment of wastes from on-site containments, to try to throw some light on how co-treatment could be considered, in an incremental manner, recognising risks and mitigating them. It is intended to facilitate a better understanding among planners, engineers, decision makers and technical practitioners and to help them evaluate and consider the option of co-treatment
1 Background
1(2)
2 Objectives of this Guideline
3(1)
3 Terminology
4(1)
4 Why Co-Treatment
5(3)
5 Sewage, Septage and Fecal Sludge
8(19)
5.1 Compatibility of sewage and septage/fecal sludge
8(2)
5.2 How sewage and septage/fecal sludge are different
10(1)
5.3 Origin of sludge
11(2)
5.4 Solids in sludge
13(4)
5.5 Organic matter in sludge
17(4)
5.6 Nitrogen and phosphorus in sludge
21(1)
5.7 Pathogens
22(1)
5.8 Volume of sludge
23(4)
6 Identifying Co-Treatment Opportunities
27(3)
7 Impacts of Co-Treatment on Sewage Treatment Facilities
30(2)
8 Planning for Co-Treatment
32(4)
9 Preliminary Processes
36(8)
9.1 Stabilisation
36(1)
9.2 Solids/liquid separation
37(2)
9.3 Solids/liquid separation in primary settling tank
39(5)
10 Co-Treatment of Liquid Stream
44(11)
10.1 Increase of flow volume and variation over the day
44(1)
10.2 Increase of solids loading and variation over the day
45(3)
10.3 Increase of organic loading and nutrients
48(4)
10.4 Limit due to non-biodegradable fractions
52(2)
10.5 Co-treatment at the STP with nitrogen removal
54(1)
11 Co-Treatment in Other Systems
55(10)
11.1 Sequential batch reactors
55(2)
11.2 Ponds
57(6)
11.3 Upflow anaerobic sludge blanket reactors
63(2)
12 Practical Considerations
65(1)
13 Other Cautionary Factors
66(3)
Conclusion 69(2)
Appendix: Using The Worksheets 71(5)
Acknowledgments 76(1)
References 77(1)
Further Reading 77