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Microfiltration and Coagulation of Particle Suspensions

To simulate a real surface water the previously described systems, containing organics and either stabilised or aggregated inorganic colloids, were now coagulated. [Pg.156]

Iron rejection is initially very low at the high dosage but increases rapidly to near 100%. Such low initial rejections would lead to contaminanon of the product water, especially if a backwash is carried out frequently. [Pg.157]

Organic T pe Colloids FeCb ImgL l Fe Rejection T [%] Fe Rejection 2 [%] TOC Rejection 1 (%] TOC Rejection 2 [%j [Pg.157]

In some cases, flux decline was observed to be detrimental when coagulant was added to the solution prior to MF. The difference between the various solutions was significant - at 25 mgL , with or with out aggregates, a stable flux was reached. At this lower dosage, the solid load on the membrane is smaller and the floes are larger. [Pg.157]

MF with ferric chloride pretreatment increased NOM removal substantially. However, the process efficiency (towards organic removal) is very dependent on the nature of the organic matter. In a surface water the composition of organics changes constantly, and thus the treatment efficiency cannot be readily predicted. Careful monitoring and control would be required to maximise organics removal. [Pg.158]


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And coagulation

Coagulation of particles

Coagulation-microfiltration

Microfiltration

Microfiltration suspension

Particle suspension

Particles coagulation

Suspension of particles

Suspensions coagulated

Suspensions coagulation

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