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Violation in Mixing

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3.3 Studies on data 79<br />

19.5° BINS FROM 9° (157 mrad) TO 165°<br />

0.1%<br />

0.1% 0.2%<br />

0.1% .1% .6%1% 1.2% 1% 0.1%<br />

2.5% 13.1%<br />

5.4% 8.9% 11% 14.2% 18.4% 17.1%<br />

Figure 3-2. Fraction of Ã Ë decay<strong>in</strong>g <strong>in</strong> several regions of the track<strong>in</strong>g acceptance.<br />

1. The Ã Ë is not <strong>in</strong> the KsDefault list. The possible reasons are:<br />

(a) one or both pions are outside of the geometrical acceptance<br />

(b) both pions are with<strong>in</strong> the acceptance but there is a reconstruction problem<br />

i. at least one pion is not reconstructed<br />

ii. reconstructed ÃË mass is not <strong>in</strong> the mass w<strong>in</strong>dow (see section 3.1.1)<br />

iii. bad vertex reconstruction<br />

(c) problem with MC truth association<br />

r=20 cm<br />

2. The Ã Ë is <strong>in</strong> the KsDefault list. To understand the vertex fit, we have divided the sample <strong>in</strong>to à Ë<br />

with low and high vertex � probability and searched for differences.<br />

Table 3-1 shows the fraction of candidates which are lost because of reconstruction and angular acceptance.<br />

Out of the Ã Ë that fall <strong>in</strong>side the acceptance, ��� of them is actually reconstructed. Only ��� of the<br />

Ã Ë candidates decay<strong>in</strong>g with<strong>in</strong> the acceptance are not reconstructed although their daughters have been<br />

reconstructed<br />

3.3 Studies on data<br />

The ma<strong>in</strong> goal of this analysis is though to provide a way to correct the efficiencies found on Monte Carlo<br />

samples to agree with data. In order to understand the efficiency 2 on the data, our study has been performed<br />

on a sample of consistently processed data.<br />

2 In the follow<strong>in</strong>g, if not otherwise stated, efficiencies are quoted on the whole solid angle: they <strong>in</strong>clude acceptance.<br />

60<br />

cm<br />

40<br />

cm<br />

Ã Ë RECONSTRUCTION AND EFFICIENCY STUDIES

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