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Nanofiltration Concentrate Treatment For Increasing The

Water Recovery In Drinking Water Production



S. Van Geluwe, C. Vinckier, L. Braeken, B. Van der Bruggen

* Laboratory of Physical Chemistry and Environmental Technology

W. de Croylaan 46, PO Box 02423

B-3001 Leuven

** Laboratory of Molecular Design and Synthesis

Celestijnenlaan 200F, PO Box 02404

B-3001 Leuven



Keywords: membrane filtration; ozone; electrodialysis



Problem sketch

Nanofiltration is an effective and reliable method for the combined removal of a broad

range of pollutants in surface water. However, fouling of the membrane limits the

water recovery for this application to about 80%. As problems with water scarcity are

expected to grow worse in the coming decades, even in regions currently considered

water-rich, it cannot be tolerated that 20% of the feed water is wasted.

Therefore, it is necessary to develop technologies that make the discharge of

concentrate streams superfluous. The general concept of this study is to remove

specific pollutants in the concentrate stream so that this stream can be returned to

the feed side of the membrane without increased membrane fouling. The natural

organic matter (NOM) in the concentrate is decomposed by ozone oxidation, if

necessary combined with hydrogen peroxide. The salts in the concentrate are

removed by electrodialysis. In this way, a closed cycle with a recovery of almost

100% may be obtained, as shown in figure 1.1. The aim of this research is to find the

optimal process parameters that make the recycle of the concentrate stream

possible.









Figure 1.1 Diagram of the proposed process for the treatment of nanofiltration concentrates in order to

increase the water recovery of nanofiltration in the drinking water industry.





Ozone oxidation



Due to their hydrophobic chemical structure, humic acids are often considered as the

most severe membrane foulants in nanofiltration of surface water. Concentrated

solutions of natural humic acids were oxidized by ozone for ten minutes. A

substantial decrease of the chemical oxygen demand (COD) by 40% could be

achieved, even at low ozone concentrations in the gas phase (< 20 g O 3/Nm3)(~ 2 g

O3/ g COD). The COD was further reduced at higher ozone concentrations or

reaction times, but only to a small extent, which could not be justified by the higher

treatment costs. A COD reduction of 70-80% is required in order to avoid the

accumulation of organic matter in the closed cycle. It was not possible to achieve this

requirement with pure ozone oxidation. Ozone reacts selectively with the

hydrophobic fraction of the organic matter, which is responsible for severe membrane

fouling, and could reduce the hydrophobic COD by 70% at low ozone doses.



These observations are explained by the fact that ozone preferentially oxidizes

electrophilic aromatic groups to oxygenated functional groups, such as aldehydic,

ketonic and especially carboxylic groups. These saturated compounds react typically

very inefficiently with ozone, so they are not further mineralized into carbon dioxide

and water. The oxidation of these reaction products rather than the primary organic

matter dictates the required oxidants doses and treatment cost. The mineralization of

the carboxylic reaction products was enhanced by the addition of hydrogen peroxide

to the ozonated solution. Mineralization could be further improved but this

improvement was limited, as shown by the data in table 1.1. Futher optimisation of

the hydrogen peroxide dose, pH and reaction time is necessary to make this process

economically attractive.



Table 1.1 Procentual UV absoption (UVA)(280 nm) removal during ozone oxidation (ozone gas phase

3

concentration: 18 g O3/Nm , pH: 7-8, initial UVA: 0.932, alkalinity: 420 mg/L NaHCO3). After ten

minutes, H2O2 was continuously added (molar ratio of H2O2 to O3 dose was 0.72)

Ozonation Perozonation

Reaction time (min) 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30

% UVA removal 0% 20% 33% 43% 47% 50% 56% 57% 60% 61% 62% 62% 64% 64% 65% 67%



Electrodialysis



Electrodialysis has to be able to reduce the concentration of the main ions (Na +,

Ca2+, Mg2+, Cl-, SO42-, NO3-) in the nanofiltration concentrate sufficiently in order to

prevent salt accumulation in the closed cycle. Due to their high rejection by

nanofiltration membranes, divalent ions have a high concentration in the membrane

concentrate and consequently require a high removal degree in the electrodialysis

step. Batch-scale experiments were conducted with the Fumasep-membranes FTCM

and FTAM of Fumatech. Experiments with single salt solutions proved that these

membranes are aselective. The desalination of salt mixtures with a typical

composition of nanofiltration concentrates, showed unexpected but very valuable

results. The permselectivity of SO42- was higher compared to Cl- or NO3-, although

steric hindrance typically obstructs the transport of SO42- ions through ion selective

membranes. Thus, the characteristics of the Fumasep membranes, especially the

high crosslinking density, were effective for changing the permselectivity between

monovalent and divalent ions, which makes these membranes attractive for this

application.



Significance and impact



Combinations of chemical oxidation and membrane filtration are very promising to

tackle problems encountered in both technologies. For instance, ozone oxidation can

mitigate membrane fouling by natural organic matter and membranes are important

to resolve catalyst recovery problems in heterogeneous photocatalysis. Research

about hybrid oxidation/membrane systems is necessary to reduce the cost of both

technologies and make them more attractive in drinking water and wastewater

industry. For electrodialysis, the desalination of other salts than NaCl is hardly

investigated. Although the presence of other ions in the feed solution has a large

impact on the separation efficiency, the effect of a mixture of monovalent and

multivalent ions on the performance of electrodialysis is unknown.



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