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2. ENVIRONMENTAL ChEMISTRy & TEChNOLOGy 2.1. Lectures

2. ENVIRONMENTAL ChEMISTRy & TEChNOLOGy 2.1. Lectures

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Chem. Listy, 102, s265–s1311 (2008) Environmental Chemistry & Technology<br />

P68 ARSENIC REMOVAL FROM wATER by<br />

SyNThETIC AKAGANEITE<br />

MIROSLAVA VáCLAVíKOVá a,c , KATARínA<br />

ŠTEFUSOVá a , GEORGE P. GALLIOS b and ŠTEFAn<br />

JAKABSKý a<br />

a Institute of Geotechnics, Slovak Academy of Sciences, Watsonova<br />

45, 043 53 Košice, Slovakia,<br />

b Laboratory of General. & Inorganic Chemical Technology,<br />

School of Chemistry, Aristotle University, 540 06 Thessaloniki,<br />

Greece,<br />

c School of Chemistry, Royal Military Academy, Renaissancelaan<br />

30, 1000 Brussels, Belgium,<br />

vaclavik@saske.sk<br />

Introduction<br />

Arsenic is considered one of the most toxic contaminants<br />

found in water-streams. It poses serious health risks<br />

to humans (e.g. cancer, cardiovascular and neurological effects).<br />

There are two main groups of arsenic pollution sources;<br />

natural (dissolution of As containing mineral ores) and<br />

anthropogenic sources (e.g. arsenic-based insecticides and<br />

pesticides, fertilizers, coal combustion, mining, semiconductor<br />

industies). The maximum contaminant level of arsenic in<br />

drinking water (both in EU and USA) is 10 μg dm –3 .<br />

Arsenic has several oxidation states (–3, 0, + 3, + 5) but<br />

the most common forms in natural waters are trivalent arsenite<br />

[As (III)] and pentavalent arsenate [As (V)]. The pH and<br />

the redox potential (Eh) of the aqueous system determine the<br />

predominant form of As; As (III) is dominant in reducing<br />

conditions while As (V) in oxidizing conditions. Generally,<br />

As (III) is considered to be more toxic than As (V) 1 .<br />

There are various methods for arsenic removal from<br />

water streams, such as sorption, ion-exchange, precipitation,<br />

coagulation and flocculation, reverse osmosis, membrane<br />

technologies, electrodialysis, biological processes as well as<br />

lime softening. A good overview 2 and a critical review 3 of the<br />

available methods are given recently. An effective and commonly<br />

used method for water treatment is sorption of arsenic<br />

on natural or synthetic sorbents. The most commonly used<br />

sorbents can be classified in two main groups: (i) sorbents<br />

based on iron compounds, which are the most frequently used<br />

(e.g. several iron (III) oxides/hydroxides, materials based on<br />

iron oxides/hydroxides, natural iron ores and waste materials<br />

containing iron particles) and (ii) sorbents based on aluminium<br />

compounds (e.g. activated alumina or gibbsite). Several<br />

other sorbents (clays, manganese dioxide, activated carbon,<br />

ion-exchange resins, biosorbents, etc.) have also been studied<br />

for As removal 2 .<br />

Experimental<br />

R e a g e n t s<br />

Analytical grade chemicals were used in all experiments.<br />

Model solutions were prepared by dissolving<br />

AsHna 2 O 4 . 7H2 O in deionized water, 0.01 M nanO 3 and<br />

s471<br />

0.1 M nanO 3 . The pH of the solutions was adjusted with suitable<br />

concentrations of naOH and HnO 3 .<br />

P r e p a r a t i o n a n d C h a r a c t e r i z a t i o n<br />

o f S o r b e n t<br />

Synthetic akaganeite was prepared by hydrolysis of partially<br />

neutralized FeCl 3 by addition of naOH. The precipitate<br />

thus obtained was centrifuged and it was subsequently submitted<br />

to dialysis to remove Cl – ions. The material was dried and<br />

used for arsenic sorption. XRD analysis 4 confirmed that the<br />

material produced was akaganeite. The specific surface area<br />

(measured by BET) was 151.3 m 2 g –1 .<br />

S o r p t i o n E x p e r i m e n t s<br />

The effect of pH, initial arsenic concentration, sorbent<br />

dose and temperature as well as ionic strength effect at arsenic<br />

sorption were studied in batch type experiments. The<br />

experiments were performed in a rotary shaker set at 30 rpm<br />

and equilibrium time 24 hours. Preliminary experiments have<br />

shown that equilibrium was established. The arsenic quantity<br />

in solutions was determined by AAS and spectrophotometry<br />

before and after the sorption experiments. The sorption capacity<br />

(Q) of akaganeite was calculated using the equation:<br />

C − C<br />

Q =<br />

C<br />

0 eq<br />

s<br />

where C 0 and C eq are the initial and equilibrium arsenic concentration,<br />

respectively and C s is the sorbent concentration<br />

in solution.<br />

Results<br />

E f f e c t o f S o l u t i o n p H<br />

It is well known that the solution pH plays an important<br />

role in all sorption experiments in aqueous systems. It determines<br />

the aquatic chemistry of the system under study (in this<br />

case As speciation) and also the charge density of the solid<br />

surface (sorbent). It is related to the sorption mechanisms and<br />

reflects the nature of the physicochemical interactions of the<br />

species in solution and the active sites on the sorbent 5 .<br />

The effect of solution pH on As (V) sorption on akaganeite<br />

was examinated at pH values <strong>2.</strong>0–9.0 at ambient temperature.<br />

Sorbent concentration in solution was 2 g dm –3 and<br />

initial arsenic concentration was 100 mg dm –3 . The results are<br />

given in Fig. 1. for various electrolyte (nanO 3 ) concentrations.<br />

The best sorption is observed at pH <strong>2.</strong>0. However, in<br />

this case, akaganeite is dissolved and iron was determined in<br />

filtrates. For this reason, all sorption experiments were carried<br />

out at pH 3.5, where no iron was found in solution. At<br />

this pH, the sorption capacity was a bit smaller than at pH <strong>2.</strong>0<br />

and around 40 mg As (V) g –1 of sorbent. This is considered<br />

quite good compared to the average value reported in the literature<br />

3 . The effect of the ionic strength was also studied by<br />

adding 0.01 and 0.1 M nanO 3 . It is shown that (Fig. 1.) the<br />

(1)

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