2000
DOI: 10.1002/(sici)1097-0290(19961105)52:3<373::aid-bit3>3.0.co;2-h
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Prediction of optimal biofilm thickness for membrane-attached biofilms growing in an extractive membrane bioreactor

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Cited by 34 publications
(14 citation statements)
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“…However, during the first week the decrease observed in the suspended JS150 concentration (Fig. 3) suggested the initialization of the attachment process (Pavasant et al, 1996). This was shown by the microscopic observations of membranes after 2 days of incubation (Photo 2A1-3).…”
Section: Discussionmentioning
confidence: 99%
“…However, during the first week the decrease observed in the suspended JS150 concentration (Fig. 3) suggested the initialization of the attachment process (Pavasant et al, 1996). This was shown by the microscopic observations of membranes after 2 days of incubation (Photo 2A1-3).…”
Section: Discussionmentioning
confidence: 99%
“…The growth reactions is: The endogenous decay reactions is: The model is similar in form to that described by Pavasant et al (1996) for an extractive membrane bioreactor, but the method adopted for solution is different. MABR performance has previously been modelled by Casey et al (1999a) considering only the growth reaction by adapting a model proposed by Karel and Robertson (1987) for cosubstrates diffusing from opposite sides of a catalyst.…”
Section: Mathematical Modellingmentioning
confidence: 99%
“…Pavasant et al [26] experimentally investigated single tube extractive membrane bioreactors (STEMB). These systems are used for biotreatment of wastewaters with volatile organic compounds (VOCs), saline wastewater, and for nitrification purposes.…”
Section: Comparison With Experimental Resultsmentioning
confidence: 99%
“…Thus the results of the dissolved phase when incorporating transient aspects and osmotic pressure can be summarized as C j ðx; tÞ ¼ a Comparison of the present work with experimental results from the study on single tube extractive membrane bioreactors (STEMB) conducted by Pavasant et al[26].Parameters used: k = 24 g/m 3 , k 1 = 0.27, D = 283 Â 10 À6 m 2 /day, q = 200,000 g/m 3 ,C b = 2 g/m 3 , d 0 = 5 Â 10 À6 m, k = 55 m À1 day À1 .Comparison of the present work with the averaged thickness from the three dimensional numerical results of Alpkvist et al[18]. Parameters used: k = 24 g/m 3 , k 1 = 0.27, D = 1 Â 10 À4 m 2 /day, q = 200,000 g/m 3 , C b = 2 g/m 3 , d 0 = 5 Â 10 À6 m, k = 1200 m À1 day À1 .…”
mentioning
confidence: 99%