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Vulcan Series Chloride Removal Technology VGP CRT 2000 and ...

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5. FAQ: <strong>VGP</strong> <strong>CRT</strong> <strong>2000</strong> & 3000<br />

1. Does your catalyst give off any byproducts as a result of the HCl reaction<br />

mechanism ?<br />

No by-products are formed ( eg PCA's - "green oils" or organic chlorides ), however, the<br />

HCl is removed by chemical reaction, resulting in the production of 1 mole of H 2 O <strong>and</strong> no<br />

C0 2 evolution, as is the case with some competitive chloride guards containing<br />

“carbonates”. This is very important as carbon oxides can have a deleterious impact on<br />

Isomerization catalyst, when the make gas from the catalytic reformer is used as feed gas<br />

to the Isomerization Unit.<br />

2. What is the impact of H 2 O, 1 to 50 ppm, on the catalyst in either the vapor or liquid<br />

phase?<br />

Water concentration: Reasonable quantities of water (0.1 %) are necessary to achieve a<br />

reasonable degree of chloride loading on competitive alumina based adsorbents /<br />

absorbents; however the performance of <strong>VGP</strong> <strong>CRT</strong> <strong>2000</strong> & 3000 requires significantly<br />

less water. Thus H 2 O vapor in the aforementioned range will have no mal-affect on the<br />

performance of <strong>VGP</strong> <strong>CRT</strong> <strong>2000</strong> & 3000.<br />

3. What will be the impact of higher levels of halogens for short periods of time? Will<br />

the catalyst remove all of the chlorides down to the 0.1 ppm level or will the outlet<br />

concentration increase?<br />

The unique structure <strong>and</strong> composition of the <strong>CRT</strong> <strong>Series</strong> catalyst, based on its<br />

engineered shape with relatively high geometric surface area, allows for fast <strong>and</strong><br />

efficient catalytic reaction, with HCl hitting the surface of the catalyst.<br />

Both the low <strong>and</strong> high temperature <strong>CRT</strong> catalyst has been specifically formulated to<br />

give an optimum density <strong>and</strong> high availability of the active ingredients, which means<br />

exceptionally high levels of chloride loading, can be achieved. It is inherent to systems<br />

using reactive adsorption that they will have higher chloride saturation capacities than<br />

systems using chemisorption for HCl removal. Chemisorption based systems can only<br />

count on a monolayer of HCl chemisorbed on to the surface. On the other h<strong>and</strong><br />

chemical reaction (reactive adsorption) systems utilize the whole catalyst volume to 'lock<br />

in' the chloride. The HCl mass transfer zone when using <strong>VGP</strong> <strong>CRT</strong> <strong>2000</strong> & 3000 is small<br />

in relation to that achieved by competitive materials. It is the combination of realistically<br />

achievable saturation loading <strong>and</strong> the mass transfer zone that will determine the average<br />

chloride loading at EOR.<br />

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