scholarly journals Wastewater treatment with the built-in membrane filtration technology. Present state and problems of the septic tank with the built-in membrane filtration technology.

1997 ◽  
Vol 26 (6) ◽  
pp. 356-360
Author(s):  
Kiyoshi IZUMI
Author(s):  
V. Kofman

Технология гравитационной мембранной фильтрации предусматривает использование плоских полимерных ультра- и микрофильтрационных мембран (с размером пор от нескольких нанометров до нескольких сотен нанометров), расположенных на 40 100 см ниже уровня воды, т. е. работающих под гидростатическим напором 40 100 мбар в качестве движущей силы мембранной фильтрации в тупиковом режиме. Бактериальное сообщество исходной воды вызывает образование слоя биопленки на поверхности мембраны. В то же время присутствие эукариотных организмов в слое биопленки, характеризующихся хищническим поведением, обусловливает возникновение своего рода эффекта биологической чистки , приводящей к уменьшению сопротивления фильтрации биопленки за счет образования пустот и развития ее гетерогенности. В результате динамического развития подобной системы происходит ее стабилизация и соответствующее достижение относительного постоянства потока пермеата на уровне 2 10 л/(м2ч). Стабильный водный поток в режиме гравитационной мембранной фильтрации сохраняется в течение многих месяцев без проведения чистки мембраны. Система обеспечивает удаление из воды органических веществ и патогенных микроорганизмов. Проведены разного масштаба испытания системы гравитационной мембранной фильтрации для децентрализованной обработки речной воды, для обработки дождевой воды и серых сточных вод в локальных очистных системах с получением воды, пригодной для непитьевого потребления, при очистке сточных вод для безопасного их сброса и при предварительной обработке морской воды перед опреснением. В настоящее время известны примеры практического применения данной системы фильтрации.Gravity membrane filtration technology involves the use of flat polymer ultrafiltration and microfiltration membranes with pore sizes from several nanometers to several hundred nanometers submerged in water at 40-100 cm, i.e. operating under a hydrostatic head of 40 100 mbar as a driving force of the membrane filtration in deadlock mode. The bacterial community of the source water induces the formation of a biofilm layer on the membrane surface. At the same time, the presence of eukaryotes in the biofilm layer that are characterized by predatory behavior produces a kind of biological purification effect that provides for decreasing the filtration resistance of the biofilm due to the formation of voids and development of its heterogeneity. As a result of the dynamic development of such a system, its sustainability and relative continuity of the permeate flow at the level of 2 10 l/(m2h) are achieved. Sustainable water flow in the gravity membrane filtration mode is maintained for many months without cleaning the membrane. The system ensures the removal of organic substances and pathogenic microorganisms from water. Different-scale testing of the gravity membrane filtration system has been carried out: for decentralized river water treatment, for stormwater and gray wastewater treatment in local treatment systems to produce water suitable for non-potable consumption, in wastewater treatment for safe discharge, and for seawater pretreatment before desalination. Currently, examples of the practical application of this filtration system are known.


Water ◽  
2021 ◽  
Vol 13 (11) ◽  
pp. 1564
Author(s):  
Sara Beck ◽  
Poonyanooch Suwan ◽  
Thusitha Rathnayeke ◽  
Thi Nguyen ◽  
Victor Huanambal-Sovero ◽  
...  

Decentralized wastewater treatment systems enable wastewater to be treated at the source for cleaner discharge into the environment, protecting public health while allowing for reuse for agricultural and other purposes. This study, conducted in Thailand, investigated a decentralized wastewater treatment system incorporating a physical and photochemical process. Domestic wastewater from a university campus and conventional septic tank effluent from a small community were filtered through a woven-fiber microfiltration (WFMF) membrane as pretreatment for ultraviolet (UV) disinfection. In domestic wastewater, WFMF reduced TSS (by 79.8%), turbidity (76.5%), COD (38.5%), and NO3 (41.4%), meeting Thailand irrigation standards for every parameter except BOD. In septic tank effluent, it did not meet Thailand irrigation standards, but reduced TSS (by 77.9%), COD (37.6%), and TKN (13.5%). Bacteria (total coliform and Escherichia coli) and viruses (MS2 bacteriophage) passing through the membrane were disinfected by flow-through UV reactors containing either a low-pressure mercury lamp or light-emitting diodes (LEDs) emitting an average peak wavelength of 276 nm. Despite challenging and variable water quality conditions (2% < UVT < 88%), disinfection was predictable across water types and flow rates for both UV sources using combined variable modeling, which enabled us to estimate log inactivation of other microorganisms. Following UV disinfection, wastewater quality met the WHO standards for unrestricted irrigation.


Author(s):  
Tanveer Saeed ◽  
Rumana Afrin ◽  
Abdullah Al-Muyeed ◽  
Md Jihad Miah ◽  
Hasin Jahan

2011 ◽  
Vol 1 (1) ◽  
pp. 37-56 ◽  
Author(s):  
Sílvia C. Oliveira ◽  
Marcos von Sperling

This article analyses the performance of 166 wastewater treatment plants operating in Brazil, comprising six different treatment processes: septic tank + anaerobic filter, facultative pond, anaerobic pond + facultative pond, activated sludge, UASB reactors alone, UASB reactors followed by post-treatment. The study evaluates and compares the observed effluent quality and the removal efficiencies in terms of BOD, COD, TSS, TN, TP and FC with typical values reported in the technical literature. In view of the large performance variability observed, the existence of a relationship between design/operational parameters and treatment performance was investigated. From the results obtained, no consistent relationship between loading rates and effluent quality was found. The influence of loading rates differed from plant to plant, and the effluent quality was dictated by several combined factors related to design and operation.


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