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Capturing CO2 from ambient air - David Keith

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Scenario # 1 2 3 4 5 6<br />

Tower type natural natural forced forced forced forced<br />

Capital estimate low mid mid mid low low<br />

nozzle type dual single single dual dual dual<br />

coalescence model no coal. no coal. coal. coal. coal. no coal.<br />

Capital cost 9 39 226 140 37 8<br />

O&M 2 10 60 37 10 2<br />

Pumping electricity cost 18 18 28 21 18 9<br />

Fan electricity cost 6 6 15 9 8 4<br />

Total cost 40 70 300 200 70 20<br />

Table 3.3: Cost estimates for the contactor. Costs given in $/ton-<strong>CO2</strong>.<br />

a multivariate nonlinear optimization to find F in each scenario, but this is both computationally difficult<br />

and not likely to yield realistic results.<br />

The choice of F is tied to v<strong>air</strong> by the spray density relationship. But if we assume F is adjusted to<br />

maintain constant spray density and thus constant S, we can look at the other effects of v<strong>air</strong>. Since v<strong>air</strong><br />

controls the residence time of <strong>air</strong> in the contactor, it controls the outlet <strong>CO2</strong> concentration. For high v<strong>air</strong>,<br />

the <strong>CO2</strong> depletion problem described in Section 3.3.1 becomes unimportant, increasing ˙M slightly, but ˙E<br />

becomes very high because of the needed fan energy. At low v<strong>air</strong>, the inverse is true. Another constraint<br />

on v<strong>air</strong> is that very small values may not be stable because of interference <strong>from</strong> natural wind. We take 2<br />

m/s as a minimum plausible value. Otherwise v<strong>air</strong> is set to maintain the captured fraction of <strong>CO2</strong> between<br />

40 and 60%. The optimal value appears to be in this range, and variation within this range does not change<br />

costs drastically.<br />

For example, in Scenario 2, we have a 90 m tall tower, single fluid nozzle, and no coalescence. For this<br />

scenario we will target a spray density yielding S = 6m 2 /m 3 . The top curve in Figure 3.10 illustrates the<br />

relationship between F and S for the no-coalescence, single-fluid case, and F is 0.3L/(s · m 2 ) where S = 6<br />

for v<strong>air</strong> = 2m/s. Plugging the values into Equation 3.15 we find that <strong>CO2</strong> depletion is somewhat high. It<br />

turns out that a higher v<strong>air</strong> reduces total cost, so we move to v<strong>air</strong> = 4 and F increases proportionally to<br />

0.6L/(s · m 2 ). We could have alternately chosen v<strong>air</strong> = 3 resulting in lower energy use but higher relative<br />

capital for about the same total cost. Running these parameters along with the capital and maintenance<br />

costs described in previous sections through Equations 3.16–3.18 gives the total cost.<br />

Results<br />

A spreadsheet model was used to calculate costs for each of the six scenarios following the procedure in<br />

the example for Scenario 2 above. A summary is presented in Table 3.3.<br />

We first see that even the lowest cost, for the “optimized” system, is significant on the scale of the<br />

total system, which has been previously estimated at 150 $/t-<strong>CO2</strong> (<strong>Keith</strong> et al., 2006). Costs are overall<br />

large, even in the case of no coalescence. Energy costs are the majority in the two lowest-cost scenarios,<br />

elsewhere capital cost dominates. Particularly in the scenarios with coalescence, capital cost becomes<br />

huge so that, in two cases, the contactor costs are likely to overwhelm costs of the balance of the <strong>air</strong><br />

42

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