1993
DOI: 10.1007/bf00228619
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The influence of substrate transport limitation on porosity and methanogenic activity of anaerobic sludge granules

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Cited by 56 publications
(25 citation statements)
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“…No relation was found between the affinity constant and the granule diameter, something expected if it is taken into account that only the outer layer of the granule was active. 19 In another study, 11 the same acetoclastic methanogenic activity in both intact and disintegrated granules was observed, although very small granules (0.44 mm) were employed.…”
Section: Introductionmentioning
confidence: 65%
See 1 more Smart Citation
“…No relation was found between the affinity constant and the granule diameter, something expected if it is taken into account that only the outer layer of the granule was active. 19 In another study, 11 the same acetoclastic methanogenic activity in both intact and disintegrated granules was observed, although very small granules (0.44 mm) were employed.…”
Section: Introductionmentioning
confidence: 65%
“…Therefore, it can be reasonably assumed that concentration in the bulk liquid is almost equal to the concentration in the outer layer of the granule. Consequently, it can be considered that concentration in the inner part is negligible, since there are evidences in literature 19,33 that mentioned an inert zone in the core of the granules. This is caused because substrate does not reach deep layers, causing bacterial death by starvation.…”
Section: Description Of the Modelmentioning
confidence: 99%
“…Substrate transport limitations could affect the contact between substrate and methanogens in the core of biogranules, which were of major concern in the study of SMA [26,27]. As for UASB reactors treating high-calcium-content wastewater, significant losses of methanogenic activity were reported to have been caused by calcium precipitation [7,8].…”
Section: Location Of Calcium Precipitation and Smamentioning
confidence: 98%
“…Alphenaar et al [4] reported that biomass granulation in an UASB reactor is favored by the combination of high-liquid upflow velocity and short hydraulic retention time (HRT). However, for successful start-up and stable operation of UASB reactors, the reactor HRT cannot be reduced below 6 h. For wastewaters where granulation is reported to be successful, mixing developed in the reactor is of immense significance [5].…”
Section: Introductionmentioning
confidence: 99%
“…Granulation in UASB reactors depends upon several parameters such as wastewater types [9][10][11]; seed sludge characteristics [12]; characteristics of cell surface [13]; temperature [14][15]; pH [16]; and organic loading rates [4]. However, under favorable wastewater types and environmental conditions, the success of granulation in the reactors for treating biodegradable organic wastewaters (free from toxicity) depends on the operating conditions, defining magnitude of mixing in the reactors.…”
Section: Introductionmentioning
confidence: 99%