2008
DOI: 10.2166/wst.2008.101
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Anaerobic treatment as a core technology for energy, nutrients and water recovery from source-separated domestic waste(water)

Abstract: Based on results of pilot scale research with source-separated black water (BW) and grey water (GW), a new sanitation concept is proposed. BW and GW are both treated in a UASB (-septic tank) for recovery of CH4 gas. Kitchen waste is added to the anaerobic BW treatment for doubling the biogas production. Post-treatment of the effluent is providing recovery of phosphorus and removal of remaining COD and nitrogen. The total energy saving of the new sanitation concept amounts to 200 MJ/year in comparison with conv… Show more

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Cited by 139 publications
(94 citation statements)
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“…Lower H 2 S values in the MEC-septic tank were measured between day 25 to day 60 of phase 1 and during phase 2, they became below detection limits (<2 ppmv). The H 2 S concentrations in the control reactor were as high as 700 ppmv (day [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20] and on average about 200 ppmv (day 20-98). …”
Section: Biogas Compositionmentioning
confidence: 99%
See 1 more Smart Citation
“…Lower H 2 S values in the MEC-septic tank were measured between day 25 to day 60 of phase 1 and during phase 2, they became below detection limits (<2 ppmv). The H 2 S concentrations in the control reactor were as high as 700 ppmv (day [1][2][3][4][5][6][7][8][9][10][11][12][13][14][15][16][17][18][19][20] and on average about 200 ppmv (day 20-98). …”
Section: Biogas Compositionmentioning
confidence: 99%
“…The combination of an Upflow Anaerobic Sludge Blanket and a septic tank (UASB-septic tank) enhances the contact between the sludge bed and the sewage, increases the removal of suspended solids and allows methanation of dissolved organic compounds [7]. In the context of source separated decentralized water treatment, the UASB-septic tank has been proposed for the treatment of black water as well [6][7][8]. Black water (mainly faeces and urine) has high concentrations of organic material and nutrients, making it a suitable input for anaerobic digestion.…”
Section: Introductionmentioning
confidence: 99%
“…Yet, this approach can be feasible and profitable, as for instance shown in a pioneering project in Sneek (NL), where grey and concentrated black water is collected from 32 houses (Zeeman et al, 2008;Meulman et al, 2010). The integrated treatment approach allows maximum recovery of the resources in both water streams (Fig.…”
Section: Zerowastewater Technologies For Source-separated Treatmentmentioning
confidence: 99%
“…It takes hours to days for the sewerage microorganisms to bring all particulate components in the water into solution, the so-called liquefaction or hydrolysis. In 'fresh' black water for instance, only about 15% of the COD is soluble (Zeeman et al, 2008), whereas this is around 40-45% when sewage reaches the CAS plant (Metcalf and Eddy, 2003;Henze, 2008). Furthermore, for long sewerage retention times, oxidation of 30% of the dissolved COD was observed prior to arrival at the treatment plant (Huisman et al, 2004).…”
Section: Zerowastewater Technologies For End-of-pipe Treatmentmentioning
confidence: 99%
“…The advantages of AD for waste treatment include: production of a useable fuel (biogas/methane); possibility of high organic loading; reduced carbon footprint; and suitability for integration into a wide variety of process configurations and scales [2,4]. AD is increasingly applied world-wide; in 2011, 8,760 anaerobic bioreactors were reported in Europe, most of which were used to produce renewable energy from organic feedstock [5,6], itself a limited resource.…”
Section: Introductionmentioning
confidence: 99%