1994
DOI: 10.1016/0011-9164(94)00146-4
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Small-scale sewage plant experiment by pretreatment and methanization of suspended solids

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Cited by 5 publications
(2 citation statements)
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“…Until recently there was very little information available about any temperatures other than mesophilic. Murata et al (1994) treating sewage using an external membrane unit coupled with a CSTR obtained a VSS reduction rate at 55 • C of 67-78%, but the difference between 35 • C and 55 • C was not large in relation to the heating energy. At 35 • C, VSS reductions were 51-79% at a VSS volumetric load of 0.93-1.94 kg·m -3 ·d -1 , an HRT of 4.2-8.4 d and a SRT of 42-335 d; this compares with conventional AD at an HRT of 15-30 d. Decreasing the temperature from 30 • C to 25 • C did not greatly reduce the VSS reduction rate; a rate from 67% to 70% was maintained with a VSS volumetric load of about 1 kg·m -3 ·d -1 .…”
Section: Operating Temperaturementioning
confidence: 90%
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“…Until recently there was very little information available about any temperatures other than mesophilic. Murata et al (1994) treating sewage using an external membrane unit coupled with a CSTR obtained a VSS reduction rate at 55 • C of 67-78%, but the difference between 35 • C and 55 • C was not large in relation to the heating energy. At 35 • C, VSS reductions were 51-79% at a VSS volumetric load of 0.93-1.94 kg·m -3 ·d -1 , an HRT of 4.2-8.4 d and a SRT of 42-335 d; this compares with conventional AD at an HRT of 15-30 d. Decreasing the temperature from 30 • C to 25 • C did not greatly reduce the VSS reduction rate; a rate from 67% to 70% was maintained with a VSS volumetric load of about 1 kg·m -3 ·d -1 .…”
Section: Operating Temperaturementioning
confidence: 90%
“…This appears to be the lowest recorded HRT using AnMBRs, and demonstrates that good removals are possible at low HRTs. SRTs in AnMBRs can be as low as 25 d and as high as 335 d (Liao et al 2006;Murata et al 1994), and this can be controlled fairly easily with sludge wastage rates. Clearly at long SRTs the sludge will be minimal and very non-biodegradable, however, one factor which may reduce the attractiveness of long SRTs is the fact that biomass-associated products (BAPs), which form part of SMPs in the digester, tend to increase with SRTs, and this tends to increase effluent COD .…”
Section: Hydraulic Retention Time and Solids Retention Timementioning
confidence: 99%