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Appendix CRF - Part 3 - Northamptonshire County Council

Appendix CRF - Part 3 - Northamptonshire County Council

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3.3 Covering soil material thickness<br />

NOT PROTECTIVELY MARKED<br />

Following on from the scenario outlined in Section 3.1, the contact dose rate from high<br />

density (2 g/cm 3 ) contaminated soil and rubble containing 200 Bq/g 60 Co at a density of<br />

2 g/cm 3 covered by uncontaminated soil of various thickness was determined to find a<br />

relationship between the shielding material thickness and dose rate. The density of the<br />

covering soil material was taken as 1 g/cm 3 , which presented the worst case in section<br />

3.1. Figure 1 and Table 3 show the relationship between dose and soil material<br />

thickness.<br />

Dose Rate (uSv/hr)<br />

20<br />

18<br />

16<br />

14<br />

12<br />

10<br />

8<br />

6<br />

4<br />

2<br />

0<br />

25 35 45 55 65 75 85<br />

Soil thickness (cm)<br />

Figure 1: The relationship between soil thickness and contact dose rate for soil and<br />

rubble contaminated by 60 Co isotopes resulting in a uniform activity of 200 Bq/g<br />

Soil Thickness (cm) Dose Rate (Sv/hr)<br />

30 18.35<br />

35 13.78<br />

40 10.39<br />

45 7.84<br />

50 5.93<br />

55 4.49<br />

60 3.40<br />

65 2.58<br />

70 1.96<br />

75 1.48<br />

Table 3: Tabulated data for Figure 1<br />

These data show that to get a dose rate of 10 Sv/hr, the soil material must be at least<br />

40cm thick, and to get a dose rate of 2.5 Sv/hr, the soil material must be at least<br />

65cm thick [3].<br />

WS010001/ENRMF/CONSAPP<strong>CRF</strong> 713<br />

6

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