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Groundwater arsenic in the Red River delta, Vietnam ... - Fiva

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Jessen et al., manuscript to be submitted to Geochim. Cosmochim. Acta<br />

<strong>the</strong> supernatant were withdrawn by a needle and a polypropylene (PP) syr<strong>in</strong>ge, and<br />

transferred to polyethylene (PE) vials. After sampl<strong>in</strong>g, <strong>the</strong> bottles received aliquots of<br />

<strong>the</strong> As-free 10 mM NaHCO3 solution, and/or a spike of a 10 mg/L As(III) stock<br />

solution. The mass of samples and amendments was determ<strong>in</strong>ed gravimetrically. Aga<strong>in</strong><br />

<strong>the</strong> bottles were shaken and left for particle settl<strong>in</strong>g for <strong>the</strong> next sampl<strong>in</strong>g session. This<br />

cycle was concluded up to five times for each bottle.<br />

2.2.3. Analysis<br />

Arsenic was analyzed on a Perk<strong>in</strong> Elmer graphite furnace AAS 600 us<strong>in</strong>g an EDL lamp<br />

and a Pd-Mg matrix modifier with an As detection limit (DL) of 0.013 μM. No<br />

<strong>in</strong>terferences were found <strong>in</strong> standard addition tests. Aqueous As(V) and As(III) were<br />

separated by pass<strong>in</strong>g 2 mL of freshly collected sample through first a membrane filter<br />

and <strong>the</strong>n a disposable anion exchange cartridge at a rate of approximately 3 mL/m<strong>in</strong><br />

us<strong>in</strong>g a syr<strong>in</strong>ge. The cartridges conta<strong>in</strong>ed 0.8 g alum<strong>in</strong>osilicate adsorbent that<br />

selectively adsorbs As(V) but not As(III) (Meng and Wang, 1998). As(V) was<br />

calculated as <strong>the</strong> difference between As(III) and As(tot). The comb<strong>in</strong>ed syr<strong>in</strong>ge, filter<br />

and cartridge were flushed five times by N2 gas before process<strong>in</strong>g a sample. Samples<br />

were acidified by 0.5vol% HNO3 suprapur. Si was analyzed on a Shimadzu UV-160A<br />

by <strong>the</strong> ammonium molybdate method (DL 1.7 μM).<br />

2.3. Field experiment<br />

Three pump<strong>in</strong>g wells (Fig. 1 and 2) were constructed by rotary drill<strong>in</strong>g (Ø170 mm) <strong>in</strong><br />

May-June 2007 and equipped with a Ø140 mm PVC cas<strong>in</strong>g, and a Ø90 mm screen. 13<br />

observation wells were constructed <strong>in</strong> May 2006 by water-jet drill<strong>in</strong>g and equipped with<br />

7

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