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المؤلفJudd, S.J.
تاريخ الإتاحة2017-01-09T08:46:41Z
تاريخ النشر2016-12-01
اسم المنشورChemical Engineering Journal
المعرّفhttp://dx.doi.org/10.1016/j.cej.2015.08.141
الاقتباسS.J. Judd, The status of industrial and municipal effluent treatment with membrane bioreactor technology, Chemical Engineering Journal, Volume 305, 1 December 2016, Pages 37-45
الرقم المعياري الدولي للكتاب13858947
معرّف المصادر الموحدhttp://www.sciencedirect.com/science/article/pii/S1385894715012346
معرّف المصادر الموحدhttp://hdl.handle.net/10576/5156
الملخصThe status of MBR technology has been scrutinised with reference to (a) available commercial technologies and their characteristics, (b) key design and performance parameters of existing full-scale installations, and (c) practitioner perception. The key design and operating parameters of flux and COD removal were considered with reference to 100 installations, 40 based on municipal and 60 on industrial wastewater treatment. The perception of practitioners was appraised through a conventional survey, with 186 respondents.A review of the commercial products revealed polyvinylidene difluoride (PVDF) to be the most prevalent membrane material, accounting for almost half of all products, and provided both in flat sheet (FS) and hollow fibre (HF) configurations. Polyethylsulphone (PES) and polyolefinic membranes (polyethylene, PE and polypropylene, PP) were also found to be available in FS and HF configurations respectively. Almost all products had a nominal membrane pore size between 0.03 and 0.4μm.Design fluxes in Lm−2h−1 (LMH) for municipal wastewater treatment were predominantly in the 15–25LMH range, 18.5±4.8LMH on average, for the average daily flow (ADF), and in the 20–30LMH range, 26.0±6.6LMH on average, for peak daily flow (PDF). Fluxes were lower, and dependent on both process configuration and effluent quality, for industrial effluents; the most challenging effluents (landfill leachate) were associated with the lowest fluxes. As expected, treatment capability related roughly to the feedwater BOD/COD ratio, with more than 90% COD removal achieved for food and beverage effluents (for which BOD/COD ratios were largely above 0.5) – comparable with municipal wastewater treatment.Respondents to the survey, around 85% of whom were practitioners, identified pre-treatment (screening) as presenting the greatest technical challenge to MBR operation.
اللغةen
الناشرElsevier
الموضوعMembrane bioreactor
Flux
COD removal
Municipal wastewater
Industrial effluent
Practitioners
العنوانThe status of industrial and municipal effluent treatment with membrane bioreactor technology
النوعArticle
الصفحات37-45
رقم المجلد305
dc.accessType Abstract Only


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