Background: Radiation shielding primarily is based on the principle of attenuation of beams of X-ray or gamma radiation by absorption or scattering of the radiation that results due to the interaction between penetrating radiation and matter, radiation shielding properties such as attenuation coefficients obtained as a result of interaction between X-rays and gamma rays with target materials helps to study and confirm the appropriate building materials used for radiation shielding purposes. The linear attenuation coefficient required by radiation engineers in the design and analysis of radiation facilities has been determined and analysed for both gamma ray source Cs-137 and X-ray sources for 662 keV and 60- 120 kVp respectively. Methods: The determination of linear attenuation coefficient was evaluated by the formulation of building materials such as lead, granite, aluminium and concrete by calculating and comparing both experimental and theoretical results for 662 keV and 60-120 kVp using collimated Source-Material-Detector geometry method and XCOM software respectively. Conclusion: The results agreed with similar experimental works and the use of XCOM software with a percentage deviation of 0.44% - 11% at the 95 % confidence level. It was concluded that the results will go in a long way in assisting engineers and radiation professionals in the design and protection of radiation facilities.
Published in | Radiation Science and Technology (Volume 10, Issue 1) |
DOI | 10.11648/j.rst.20241001.12 |
Page(s) | 11-20 |
Creative Commons |
This is an Open Access article, distributed under the terms of the Creative Commons Attribution 4.0 International License (http://creativecommons.org/licenses/by/4.0/), which permits unrestricted use, distribution and reproduction in any medium or format, provided the original work is properly cited. |
Copyright |
Copyright © The Author(s), 2024. Published by Science Publishing Group |
Linear Attenuation, X-rays, Gamma Ray, XCOM
CONCRETE CODE | QUARRY DUST (g) | CEMENT (g) | RIVER SAND (g) | WATER (g) | W/C RATIO | MIXING RATIO |
---|---|---|---|---|---|---|
CSQW (C1) | 800 | 100 | 400 | 90 | 0.90 | 1:4:8 |
CQW (C2) | 0 | 800 | 2400 | 549.6 | 0.69 | 1:3 |
CSW (C3) | 2100 | 700 | 0 | 500 | 0.71 | 1:3 |
2.1. Cs-137 Irradiation
2.2. X-Ray Irradiation
kVp | kVp Average | % Error | Pass/Fail |
---|---|---|---|
60 | 60.9 | 1.5 | Pass |
70 | 71.0 | 1.4 | Pass |
80 | 80.6 | 0.7 | Pass |
90 | 90.8 | 0.9 | Pass |
100 | 100.6 | 0.6 | Pass |
120 | 120.3 | 0.2 | Pass |
kVp Average | Time (msec) | Dose (µGy) | |
---|---|---|---|
80.6 | 50.5 | 239.5 | |
80.6 | 50.0 | 239.8 | |
80.3 | 50.5 | 241.0 | |
80.6 | 51.0 | 240.1 | |
80.7 | 51.0 | 239.2 | |
81.1 | 51.0 | 240.2 | |
Average | 80.66 | 50.67 | 239.9667 |
CV | 0.0032 | 0.0081 | 0.0026 |
P/F | Pass | Pass | Pass |
mAs | Dose (µGy) | µGy/mAs | CV | P/F |
---|---|---|---|---|
4 | 270.6 | 67.650 | - | - |
8 | 545.2 | 68.150 | 0.004 | Pass |
16 | 1027 | 64.188 | 0.030 | Pass |
32 | 2047 | 63.968 | 0.002 | Pass |
64 | 4085 | 63.828 | 0.001 | Pass |
125 | 8200.6 | 65.605 | 0.014 | Pass |
Sample | Thickness (mm) | Density (g/cm3) | Linear attenuation µ (cm-1) | Mass attenuation µm (cm2/g) | Half value layer (cm) | Tenth value (cm) | Mean free path (cm) |
---|---|---|---|---|---|---|---|
Lead | 1.5 | 11.3612 | 1.5026 ± 0.058 | 0.1323 ± 0.0051 | 0.4613 | 1.5324 | 0.6655 |
3.0 | 1.3911 ± 0.033 | 0.1224 ± 0.0029 | 0.4983 | 1.6555 | 0.7189 | ||
4.5 | 1.3273 ± 0.025 | 0.1168 ± 0.0022 | 0.5222 | 1.7348 | 0.7534 | ||
Aluminium | 6 | 2.7189 | 0.1998 ± 0.005 | 0.0735 ± 0.0020 | 3.4692 | 11.5244 | 5.0050 |
8 | 0.2016 ± 0.003 | 0.0741 ± 0.0014 | 3.4382 | 11.4216 | 4.9603 | ||
10 | 0.1962 ± 0.003 | 0.0722 ± 0.0014 | 3.5329 | 11.7359 | 5.0968 | ||
Granite | 20 | 2.6567 | 0.1952± 0.0029 | 0.0735 ± 0.0018 | 3.5510 | 11.7960 | 5.1230 |
40 | 0.1924± 0.0036 | 0.0724 ± 0.0019 | 3.6026 | 11.9677 | 5.1976 | ||
60 | 0.1874 ± 0.0032 | 0.0705 ± 0.0018 | 3.6988 | 12.2870 | 5.3362 | ||
Concrete (C1) | 50 | 2.0248 | 0.1513 ± 0.0027 | 0.0747 ± 0.0019 | 4.5813 | 15.2187 | 6.6094 |
70 | 0.1481 ± 0.0021 | 0.0731 ± 0.0017 | 4.6803 | 15.5475 | 6.7522 | ||
90 | 0.1470 ± 0.0033 | 0.0726 ± 0.0021 | 4.7153 | 15.6638 | 6.8027 | ||
Concrete (C2) | 50 | 2.3260 | 0.1642 ± 0.0026 | 0.0706 ± 0.0012 | 4.2214 | 14.0231 | 6.0901 |
70 | 0.1691 ± 0.0025 | 0.0727 ± 0.0012 | 4.0990 | 13.6167 | 5.9137 | ||
90 | 0.1717 ± 0.0034 | 0.0738 ± 0.0015 | 4.0370 | 13.4105 | 5.8241 | ||
Concrete (C3) | 50 | 2.0724 | 0.1531 ± 0.0025 | 0.0739 ± 0.0018 | 4.5274 | 15.0397 | 6.5317 |
70 | 0.1600 ± 0.0029 | 0.0772 ± 0.0015 | 4.3322 | 14.3912 | 6.2500 | ||
90 | 0.1623 ± 0.0044 | 0.0783 ± 0.0022 | 4.2708 | 14.1872 | 6.1614 |
Sample | Thickness (mm) | Density (g/cm3) | Linear attenuation µ (cm-1) | Mass Attenuation µm (cm2/g) | Half Value Layer (cm) | Tenth Value Layer (cm) | Mean Free Path (cm) |
---|---|---|---|---|---|---|---|
Granite | 20 | 2.6567 | 1.6076 ± 0.0064 | 0.6051 ± 0.012 | 0.4312 | 1.4323 | 0.6220 |
40 | 1.3267 ± 0.022 | 0.4994 ± 0.013 | 0.5225 | 1.7356 | 0.7537 | ||
60 | 0.9521 ± 0.015 | 0.3584 ± 0.0087 | 0.7280 | 2.4184 | 1.0503 | ||
Aluminum | 6 | 2.7189 | 2.1017 ± 0.020 | 0.7730 ± 0.011 | 0.3298 | 1.0956 | 0.4758 |
8 | 1.9603 ± 0.016 | 0.7210 ± 0.0099 | 0.3536 | 1.1746 | 0.5101 | ||
10 | 1.8604 ± 0.017 | 0.6842 ± 0.0098 | 0.3726 | 1.2377 | 0.5375 | ||
Concrete (C1) | 20 | 2.0248 | 1.3566 ± 0.0059 | 0.6670 ± 0.013 | 0.5109 | 1.6973 | 0.7371 |
40 | 1.1345 ± 0.0063 | 0.5603 ± 0.011 | 0.6110 | 2.0296 | 0.8814 | ||
50 | 1.0514 ± 0.0044 | 0.5193 ± 0.010 | 0.6593 | 2.1900 | 0.9511 | ||
Concrete (C2) | 20 | 2.3260 | 1.5628 ± 0.0048 | 0.6719 ± 0.006 | 0.4435 | 1.4734 | 0.6399 |
40 | 1.3164 ± 0.0098 | 0.5659 ± 0.0064 | 0.5265 | 1.7492 | 0.7596 | ||
50 | 1.1263 ± 0.0287 | 0.4842 ± 0.013 | 0.6154 | 2.0444 | 0.8879 | ||
Concrete (C3) | 20 | 2.0724 | 1.7057 ± 0.011 | 0.8231 ± 0.013 | 0.4064 | 1.3499 | 0.5863 |
40 | 1.3955 ± 0.039 | 0.6734 ± 0.021 | 0.4967 | 1.6500 | 0.7166 | ||
50 | 1.1722 ± 0.018 | 0.5656 ± 0.012 | 0.5913 | 1.9643 | 0.8531 |
Sample | Thickness (mm) | Density (g/cm3) | Linear attenuation µ (cm-1) | Mass Attenuation µm (cm2/g) | Half Value Layer (cm) | Tenth Value Layer (cm) | Mean Free Path (cm) |
---|---|---|---|---|---|---|---|
Granite | 20 | 2.6567 | 1.2219 ± 0.0037 | 0.4599 ± 0.0087 | 0.5673 | 1.8844 | 0.8184 |
40 | 0.9949 ± 0.011 | 0.3745 ± 0.0081 | 0.6967 | 2.3144 | 1.0051 | ||
60 | 0.8878 ± 0.012 | 0.3342 ± 0.0077 | 0.7807 | 2.5936 | 1.1264 | ||
Aluminum | 6 | 2.7189 | 1.6983 ± 0.014 | 0.6246 ± 0.0086 | 0.4081 | 1.3558 | 0.5888 |
8 | 1.5686 ± 0.0098 | 0.5769 ± 0.0073 | 0.4419 | 1.4679 | 0.6375 | ||
10 | 1.4759 ± 0.0074 | 0.5428 ± 0.0065 | 0.4696 | 1.5601 | 0.6776 | ||
Concrete (C1) | 20 | 2.0248 | 1.0587 ± 0.0027 | 0.5229 ± 0.010 | 0.6547 | 2.1749 | 0.9446 |
40 | 0.8467 ± 0.0083 | 0.4182 ± 0.0092 | 0.8186 | 2.7195 | 1.1811 | ||
50 | 0.7789 ± 0.0089 | 0.3847 ± 0.0087 | 0.8899 | 2.9562 | 1.2839 | ||
Concrete (C2) | 20 | 2.3260 | 1.1913 ± 0.0038 | 0.5122 ± 0.0046 | 0.5818 | 1.9328 | 0.8394 |
40 | 0.9896 ± 0.0062 | 0.4255 ± 0.0045 | 0.7004 | 2.3268 | 1.0105 | ||
50 | 0.8434 ± 0.0065 | 0.3626 ± 0.0041 | 0.8218 | 2.7301 | 1.1857 | ||
Concrete (C3) | 20 | 2.0724 | 1.2718 ± 0.0049 | 0.6137 ± 0.0091 | 1.8105 | 1.8105 | 0.7863 |
40 | 1.0267 ± 0.0061 | 0.4954 ± 0.0077 | 0.6751 | 2.2427 | 0.9740 | ||
50 | 0.8539 ± 0.0069 | 0.4120 ± 0.0068 | 0.8117 | 2.6966 | 1.1711 |
Sample | Thickness (mm) | Density (g/cm3) | Linear attenuation µ (cm-1) | Mass Attenuation µm (cm2/g) | Half Value Layer (cm) | Tenth Value Layer (cm) | Mean Free Path (cm) |
---|---|---|---|---|---|---|---|
Granite | 20 | 2.6567 | 1.0022 ± 0.0031 | 0.3772 ± 0.0071 | 0.6916 | 2.2975 | 0.9978 |
40 | 0.8275 ± 0.0012 | 0.3115 ± 0.0058 | 0.8376 | 2.7826 | 1.2085 | ||
60 | 0.7578 ± 0.0037 | 0.2852 ± 0.0055 | 0.9147 | 3.0385 | 1.3196 | ||
Aluminum | 6 | 2.7189 | 1.3976 ± 0.012 | 0.5140 ± 0.0071 | 0.4960 | 1.6475 | 0.7155 |
8 | 1.2906 ± 0.0081 | 0.4747 ± 0.0060 | 0.5371 | 1.7841 | 0.7748 | ||
10 | 1.2164 ± 0.0061 | 0.4474 ± 0.0054 | 0.5698 | 1.8930 | 0.8221 | ||
Concrete (C1) | 20 | 2.0248 | 0.8586 ± 0.0023 | 0.4240 ± 0.0084 | 0.8073 | 2.6818 | 1.1647 |
40 | 0.7043 ± 0.0023 | 0.3478 ± 0.0069 | 0.9842 | 3.2693 | 1.4198 | ||
50 | 0.6449 ± 0.0021 | 0.3185 ± 0.0063 | 1.0748 | 3.5705 | 1.5506 | ||
Concrete (C2) | 20 | 2.3260 | 1.0261 ± 0.0026 | 0.4411 ± 0.0039 | 0.6755 | 2.2440 | 0.9746 |
40 | 0.8225 ± 0.0031 | 0.3536 ± 0.0033 | 0.8427 | 2.7995 | 1.2158 | ||
50 | 0.6931 ± 0.0036 | 0.2980 ± 0.0029 | 1.0001 | 3.3222 | 1.4428 | ||
Concrete (C3) | 20 | 2.0724 | 1.0186 ± 0.0029 | 0.4915 ± 0.0072 | 0.6805 | 2.2605 | 0.9817 |
40 | 0.8395 ± 0.0015 | 0.4051 ± 0.0059 | 0.8257 | 2.7428 | 1.1912 | ||
50 | 0.7094 ± 0.0032 | 0.3423 ± 0.0051 | 0.9771 | 3.2458 | 1.4096 |
Sample | Thickness (mm) | Density (g/cm3) | Linear attenuation µ (cm-1) | Mass Attenuation µm (cm2/g) | Half Value Layer (cm) | Tenth Value Layer (cm) | Mean Free Path (cm) |
---|---|---|---|---|---|---|---|
Granite | 20 | 2.6567 | 0.9382 ± 0.002 | 0.3531 ± 0.0066 | 0.7388 | 2.4543 | 1.0659 |
40 | 0.7393 ± 0.0013 | 0.2783 ± 0.0053 | 0.9376 | 3.1145 | 1.3526 | ||
60 | 0.6569 ± 0.0017 | 0.2473 ± 0.0047 | 1.0552 | 3.5052 | 1.5223 | ||
Aluminium | 6 | 2.7189 | 1.2033 ± 0.001 | 0.4426 ± 0.0049 | 0.5760 | 1.9136 | 0.8310 |
8 | 1.1114 ± 0.006 | 0.4088 ± 0.0050 | 0.6237 | 2.0718 | 0.8998 | ||
10 | 1.0471 ± 0.005 | 0.3851 ± 0.0048 | 0.6620 | 2.1990 | 0.9550 | ||
Concrete (C1) | 20 | 2.0248 | 0.7647 ± 0.0019 | 0.3777 ± 0.0075 | 0.9064 | 3.0111 | 1.3077 |
40 | 0.6184 ± 0.00077 | 0.3054 ± 0.0060 | 1.1209 | 3.7235 | 1.6171 | ||
50 | 0.5596 ± 0.00066 | 0.2764 ± 0.0055 | 1.2386 | 4.1147 | 1.7870 | ||
Concrete (C2) | 20 | 2.3260 | 0.8581 ± 0.0021 | 0.3689 ± 0.0033 | 0.8078 | 2.6834 | 1.1654 |
40 | 0.7152 ± 0.00091 | 0.3075 ± 0.0027 | 0.9692 | 3.2195 | 1.3982 | ||
50 | 0.6050 ± 0.00069 | 0.2601 ± 0.0023 | 1.1457 | 3.8059 | 1.6529 | ||
Concrete (C3) | 20 | 2.0724 | 0.8882 ± 0.0022 | 0.4286 ± 0.0063 | 0.7804 | 2.5924 | 1.1259 |
40 | 0.7330 ± 0.00095 | 0.3537 ± 0.0051 | 0.9456 | 3.1413 | 1.3643 | ||
50 | 0.6134 ± 0.00067 | 0.2960 ± 0.0043 | 1.1300 | 3.7538 | 1.6303 |
Construction Material | Experiment | Theory | % Deviation |
---|---|---|---|
Lead | 1.4070 ± 3.86E-2 | 1.2507 | 11.11 |
Aluminium | 0.1989 ± 3.66E-3 | 0.2015 | 1.30 |
Granite | 0.1917 ± 3.23E-3 | 0.2047 | 6.78 |
Concrete (C1) | 0.1488 ± 2.70E-3 | 0.1553 | 3.86 |
Concrete (C2) | 0.1683 ± 2.83E-3 | 0.1773 | 5.34 |
Concrete (C3) | 0.1585 ± 3.26E-3 | 0.1592 | 0.44 |
Material | Exp This study | XCOM This Study | Exp [15] | XCOM [11] |
---|---|---|---|---|
Granite | 0.0721 | 0.0769 | 0.074 | 0.0767 |
Exp This Study | XCOM This Study | Exp [4] | XCOM [12] | |
Lead | 0.1175 | 0.1101 | 0.1179 | 0.1101 |
Exp This study | XCOM This study | Exp [9] | XCOM [13] | |
Concrete | 0.0765 | 0.0769 | 0.082 | 0.078 |
Exp This Study | XCOM This Study | Exp [10] | XCOM [10] | |
Aluminum | 0.0733 | 0.07466 | 0.073 | 0.074 |
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APA Style
Edmund, E. D., Amoako, J., Deatanyah, P., Matulanya, M. (2024). Determination and Analysis of Radiation Shielding Properties of Some Selected Building Materials. Radiation Science and Technology, 10(1), 11-20. https://doi.org/10.11648/j.rst.20241001.12
ACS Style
Edmund, E. D.; Amoako, J.; Deatanyah, P.; Matulanya, M. Determination and Analysis of Radiation Shielding Properties of Some Selected Building Materials. Radiat. Sci. Technol. 2024, 10(1), 11-20. doi: 10.11648/j.rst.20241001.12
AMA Style
Edmund ED, Amoako J, Deatanyah P, Matulanya M. Determination and Analysis of Radiation Shielding Properties of Some Selected Building Materials. Radiat Sci Technol. 2024;10(1):11-20. doi: 10.11648/j.rst.20241001.12
@article{10.11648/j.rst.20241001.12, author = {Elisha Daniel Edmund and Joseph Amoako and Philip Deatanyah and Machibya Matulanya}, title = {Determination and Analysis of Radiation Shielding Properties of Some Selected Building Materials }, journal = {Radiation Science and Technology}, volume = {10}, number = {1}, pages = {11-20}, doi = {10.11648/j.rst.20241001.12}, url = {https://doi.org/10.11648/j.rst.20241001.12}, eprint = {https://article.sciencepublishinggroup.com/pdf/10.11648.j.rst.20241001.12}, abstract = {Background: Radiation shielding primarily is based on the principle of attenuation of beams of X-ray or gamma radiation by absorption or scattering of the radiation that results due to the interaction between penetrating radiation and matter, radiation shielding properties such as attenuation coefficients obtained as a result of interaction between X-rays and gamma rays with target materials helps to study and confirm the appropriate building materials used for radiation shielding purposes. The linear attenuation coefficient required by radiation engineers in the design and analysis of radiation facilities has been determined and analysed for both gamma ray source Cs-137 and X-ray sources for 662 keV and 60- 120 kVp respectively. Methods: The determination of linear attenuation coefficient was evaluated by the formulation of building materials such as lead, granite, aluminium and concrete by calculating and comparing both experimental and theoretical results for 662 keV and 60-120 kVp using collimated Source-Material-Detector geometry method and XCOM software respectively. Conclusion: The results agreed with similar experimental works and the use of XCOM software with a percentage deviation of 0.44% - 11% at the 95 % confidence level. It was concluded that the results will go in a long way in assisting engineers and radiation professionals in the design and protection of radiation facilities. }, year = {2024} }
TY - JOUR T1 - Determination and Analysis of Radiation Shielding Properties of Some Selected Building Materials AU - Elisha Daniel Edmund AU - Joseph Amoako AU - Philip Deatanyah AU - Machibya Matulanya Y1 - 2024/04/02 PY - 2024 N1 - https://doi.org/10.11648/j.rst.20241001.12 DO - 10.11648/j.rst.20241001.12 T2 - Radiation Science and Technology JF - Radiation Science and Technology JO - Radiation Science and Technology SP - 11 EP - 20 PB - Science Publishing Group SN - 2575-5943 UR - https://doi.org/10.11648/j.rst.20241001.12 AB - Background: Radiation shielding primarily is based on the principle of attenuation of beams of X-ray or gamma radiation by absorption or scattering of the radiation that results due to the interaction between penetrating radiation and matter, radiation shielding properties such as attenuation coefficients obtained as a result of interaction between X-rays and gamma rays with target materials helps to study and confirm the appropriate building materials used for radiation shielding purposes. The linear attenuation coefficient required by radiation engineers in the design and analysis of radiation facilities has been determined and analysed for both gamma ray source Cs-137 and X-ray sources for 662 keV and 60- 120 kVp respectively. Methods: The determination of linear attenuation coefficient was evaluated by the formulation of building materials such as lead, granite, aluminium and concrete by calculating and comparing both experimental and theoretical results for 662 keV and 60-120 kVp using collimated Source-Material-Detector geometry method and XCOM software respectively. Conclusion: The results agreed with similar experimental works and the use of XCOM software with a percentage deviation of 0.44% - 11% at the 95 % confidence level. It was concluded that the results will go in a long way in assisting engineers and radiation professionals in the design and protection of radiation facilities. VL - 10 IS - 1 ER -