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(BAT) Reference Document for the Production of Chlor-alkali ...

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Chapter 4<br />

was <strong>the</strong> solution at that time to a specific situation; today it might not have been built <strong>for</strong> such<br />

large quantities.<br />

3. ATOCHEM in Jarrie (Isère, France), loading area:<br />

Containment <strong>of</strong> a separated loading area (2 x 58 tonnes railway tanks), chlorine destruction unit<br />

and water spray equipment. The cost was approximately 1.5 million euros (September 1998).<br />

The cost can vary, depending on adaptations needed to existing installations.<br />

<strong>Reference</strong>s<br />

[Gest 87/130, 1996], [Gest 92/175, 1993], [J. Loss Prev. Proc. Ind., March/94], [Mason, 1995]<br />

4.3.5.1.2 The chlorine absorption unit<br />

Description<br />

This technique consists in reducing channelled emissions <strong>of</strong> chlorine to air by using a chlorine<br />

absorption unit containing a caustic soda solution and using ei<strong>the</strong>r packed towers or ejector<br />

systems.<br />

Technical description<br />

The purpose <strong>of</strong> <strong>the</strong> chlorine destruction unit is to avoid large emissions <strong>of</strong> chlorine gas to <strong>the</strong><br />

environment during irregular plant operation and/or emergencies, and to take care <strong>of</strong> all<br />

chlorine-containing waste gases during normal operation. The most common way to destroy <strong>the</strong><br />

chlorine is to absorb it in weak caustic soda to produce sodium hypochlorite. The chemical<br />

reactions taking place are described in Section 2.6.12.2.<br />

The absorption system can make use <strong>of</strong> packed towers or venturi ejectors. However, packed<br />

columns, even though more complex, are better in case <strong>of</strong> emergency if electricity supply fails.<br />

They can continue to absorb chlorine from a pressure relief system using caustic soda stored in a<br />

gravity-fed head tank. The concentration <strong>of</strong> caustic soda should not exceed 22% NaOH because<br />

<strong>of</strong> <strong>the</strong> risk <strong>of</strong> salt deposition, causing blockages in <strong>the</strong> absorption plant, and freezing.<br />

The absorption system can make use <strong>of</strong> batch or continuous systems as well as <strong>of</strong> packed<br />

columns or ejectors [ 192, Euro <strong>Chlor</strong> 2011 ]:<br />

Packed columns are usually based on a counter-current flow with <strong>the</strong> chlorine gas<br />

entering <strong>the</strong> bottom <strong>of</strong> <strong>the</strong> column and <strong>the</strong> scrubbing solution entering <strong>the</strong> top. They<br />

have <strong>the</strong> advantage <strong>of</strong> larger caustic retention volumes and good mass transfer. In case<br />

<strong>of</strong> emergency, <strong>the</strong>y can continue to absorb chlorine from a pressure relief system using<br />

caustic soda stored in a gravity-fed head tank even if electricity supply fails. However,<br />

packed columns require an additional fan <strong>for</strong> sucking <strong>the</strong> chlorine vent and are more<br />

susceptible to plugging.<br />

Ejectors based on <strong>the</strong> Venturi principle use a high-pressure liquid stream to create a<br />

vacuum which sucks <strong>the</strong> chlorine into <strong>the</strong> eductor where it reacts with <strong>the</strong> scrubbing<br />

solution. They have <strong>the</strong> advantage <strong>of</strong> being simple as only one pump is needed <strong>for</strong> <strong>the</strong><br />

caustic transport and gas suction. In addition, <strong>the</strong>y remain effective at low and high<br />

chlorine concentrations in <strong>the</strong> vent gases and are less sensitive to salt deposition.<br />

However, ejectors show high power consumption and <strong>the</strong> mass transfer is limited to a<br />

single stage per unit so that multiple stages or a combination with packed columns are<br />

usually required to provide adequate chlorine removal.<br />

WORKING DRAFT IN PROGRESS<br />

The design <strong>of</strong> an absorption system requires clear specifications <strong>of</strong>:<br />

<strong>the</strong> maximum quantity <strong>of</strong> chlorine;<br />

<strong>the</strong> composition <strong>of</strong> <strong>the</strong> gas stream;<br />

<strong>the</strong> maximum instantaneous flow.<br />

TB/EIPPCB/CAK_Draft_1 December 2011 223

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