| Literature DB >> 29783709 |
Min-Uk Kim1, Kyong Whan Moon2, Jong-Ryeul Sohn3, Sang-Hoon Byeon4.
Abstract
We studied sensitive weather variables for consequence analysis, in the case of chemical leaks on the user side of offsite consequence analysis (OCA) tools. We used OCA tools Korea Offsite Risk Assessment (KORA) and Areal Location of Hazardous Atmospheres (ALOHA) in South Korea and the United States, respectively. The chemicals used for this analysis were 28% ammonia (NH₃), 35% hydrogen chloride (HCl), 50% hydrofluoric acid (HF), and 69% nitric acid (HNO₃). The accident scenarios were based on leakage accidents in storage tanks. The weather variables were air temperature, wind speed, humidity, and atmospheric stability. Sensitivity analysis was performed using the Statistical Package for the Social Sciences (SPSS) program for dummy regression analysis. Sensitivity analysis showed that impact distance was not sensitive to humidity. Impact distance was most sensitive to atmospheric stability, and was also more sensitive to air temperature than wind speed, according to both the KORA and ALOHA tools. Moreover, the weather variables were more sensitive in rural conditions than in urban conditions, with the ALOHA tool being more influenced by weather variables than the KORA tool. Therefore, if using the ALOHA tool instead of the KORA tool in rural conditions, users should be careful not to cause any differences in impact distance due to input errors of weather variables, with the most sensitive one being atmospheric stability.Entities:
Keywords: ALOHA; KORA; offsite consequence analysis; sensitivity analysis; weather variable
Mesh:
Substances:
Year: 2018 PMID: 29783709 PMCID: PMC5982066 DOI: 10.3390/ijerph15051027
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Input data provided to the tools.
| Tools | Classification | Information |
|---|---|---|
|
| Measurement height above ground | 3 m |
| Cloud cover | Partly cloudy | |
| Source | Puddle | |
| Puddle diameter | 10 m | |
| Mass of puddle | 0.54 ton (50% hydrofluoric acid, HF), 0.42 ton (28% ammonia, NH3) | |
| Ground type | Concrete | |
|
| Equipment appearance | Vertical cylinder (drum) |
| Equipment diameter | 3 m | |
| Equipment height | 6 m | |
| Storage amount | 30 ton | |
| Operating pressure | 1.0 kg/cm2 | |
| Bonded pipe diameter | 50 mm | |
| Leakage type | Storage tank leakage | |
| Height of leakage hole | 0.5 m | |
| Diameter of leakage hole | 10 mm |
Offsite consequence analysis (OCA) results for 50% HF and 28% NH3 by weather variables (N = 640).
| Weather Variables | 50% HF | 28% NH3 | |||||||
|---|---|---|---|---|---|---|---|---|---|
| KORA | ALOHA | KORA | ALOHA | ||||||
| Urban (m) | Rural (m) | Urban (m) | Rural (m) | Urban (m) | Rural (m) | Urban (m) | Rural (m) | ||
|
| −5 °C | 36 | 77 | 38 | 71 | 84 | 181 | 95 | 156 |
| 0 °C | 36 | 77 | 42 | 77 | 84 | 182 | 106 | 175 | |
| 5 °C | 36 | 78 | 47 | 84 | 85 | 184 | 118 | 194 | |
| 10 °C | 37 | 79 | 53 | 91 | 86 | 186 | 132 | 217 | |
| 15 °C | 37 | 80 | 58 | 99 | 87 | 188 | 147 | 244 | |
| 20 °C | 37 | 80 | 64 | 108 | 88 | 189 | 164 | 273 | |
| 25 °C | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 30 °C | 38 | 82 | 81 | 136 | 89 | 193 | 200 | 336 | |
| 35 °C | 38 | 82 | 92 | 153 | 90 | 194 | 208 | 351 | |
|
| 1 m/s | 43 | 92 | 88 | 145 | 101 | 217 | 215 | 339 |
| 2 m/s | 39 | 85 | 80 | 133 | 93 | 200 | 199 | 318 | |
| 3 m/s | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 4 m/s | 36 | 78 | 68 | 114 | 86 | 185 | 169 | 283 | |
| 5 m/s | 35 | 76 | 66 | 111 | 83 | 180 | 160 | 266 | |
| 6 m/s | 35 | 75 | 64 | 108 | 82 | 176 | 152 | 252 | |
| 7 m/s | 34 | 73 | 63 | 106 | 80 | 173 | 145 | 241 | |
| 8 m/s | 34 | 72 | 61 | 104 | 79 | 170 | 139 | 231 | |
| 9 m/s | 33 | 71 | 60 | 102 | 78 | 168 | 135 | 222 | |
| 10 m/s | 33 | 70 | 59 | 100 | 77 | 166 | 130 | 215 | |
| 11 m/s | 32 | 70 | 58 | 99 | 76 | 164 | 126 | 208 | |
| 12 m/s | 32 | 69 | 57 | 98 | 75 | 162 | 122 | 203 | |
| 13 m/s | 32 | 68 | 56 | 97 | 75 | 161 | 119 | 197 | |
| 14 m/s | 31 | 68 | 55 | 96 | 74 | 160 | 116 | 193 | |
| 15 m/s | 31 | 67 | 54 | 95 | 73 | 158 | 114 | 189 | |
| 16 m/s | 31 | 67 | 53 | 94 | 73 | 157 | 111 | 184 | |
|
| 10% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 |
| 20% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 30% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 40% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 50% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 60% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 70% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 80% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| 90% | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
|
| A | 20 | 26 | 33 | 37 | 45 | 59 | 81 | 91 |
| B | 20 | 39 | 38 | 56 | 45 | 90 | 95 | 138 | |
| C | 26 | 58 | 49 | 83 | 59 | 133 | 128 | 207 | |
| D | 38 | 81 | 71 | 119 | 88 | 191 | 183 | 306 | |
| E | 60 | 130 | 118 | 198 | 140 | 307 | 305 | 461 | |
| F | 60 | 221 | 145 | 351 | 140 | 532 | 378 | 734 | |
Some of the data sources from the OCA results converted to dummy variables (N = 604).
| 50% HF | 28% NH3 | 30% HCl | 69% HNO3 | KORA | ALOHA | Urban | Rural | AT | WS | HU | AS | ID (m) |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 36 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 36 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 36 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 37 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 37 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 37 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 43 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 39 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 36 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 35 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 35 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 34 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 34 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 33 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 33 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 32 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 32 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 32 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 31 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 31 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 1 | 0 | 0 | 31 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 1 | 0 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 1 | 20 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 1 | 20 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 1 | 26 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 1 | 38 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 1 | 60 |
| 1 | 0 | 0 | 0 | 1 | 0 | 1 | 0 | 0 | 0 | 0 | 1 | 60 |
| 1 | 0 | 0 | 0 | 1 | 0 | 0 | 1 | 1 | 0 | 0 | 0 | 77 |
| 1 | 0 | 0 | 0 | 1 | 0 | 0 | 1 | 1 | 0 | 0 | 0 | 77 |
AT: air temperature. WS: wind speed. HU: humidity. AS: atmospheric stability. ID: impact distance.
Figure 1Normal quantile–quantile (Q–Q) plots of impact distances according to weather variables in urban conditions: (a) using the Areal Location of Hazardous Atmospheres (ALOHA) tool; (b) using the Korea Offsite Risk Assessment (KORA) tool.
Figure 2Normal Q–Q plots of impact distances according to weather variables in rural conditions: (a) using the ALOHA tool; (b) using the KORA tool.
Figure 3Box plot of impact distances according to weather variables in urban conditions.
Figure 4Box plot of impact distances according to weather variables in rural conditions.
Regression analysis for the sensitivity analysis of weather variables.
| Variable | β | t |
|---|---|---|
| Air temperature | −24.628 | −3.602 * |
| Wind speed | −27.788 | −4.475 * |
| Humidity | −10.885 | −1.592 |
| KORA | −53.122 | −12.950 * |
| Urban | −69.766 | −17.008 * |
| 50% HF | 32.556 | 5.612 * |
| 28% NH3 | 134.613 | 23.205 * |
| 35% HCl | 126.775 | 21.854 * |
| Constant | 122.093 | 17.428 * |
| F Value | 161.716 * | |
| Adjusted R2 | 0.668 | |
* p < 0.05.
Sensitivity analysis of weather variables according to chemicals in urban conditions.
| Chemicals | Weather Variables | KORA (m) | ALOHA (m) |
|---|---|---|---|
| 28% NH3 | Atmospheric stability | 255.91 | 309.03 |
| Air temperature | 231.28 | 284.40 | |
| Wind speed | 228.12 | 281.25 | |
| 35% HCl | Atmospheric stability | 248.07 | 301.20 |
| Air temperature | 223.45 | 276.57 | |
| Wind speed | 220.29 | 273.41 | |
| 50% HF | Atmospheric stability | 153.86 | 206.98 |
| Air temperature | 129.23 | 182.35 | |
| Wind speed | 126.07 | 179.19 | |
| 69% HNO3 | Atmospheric stability | 121.30 | 174.42 |
| Air temperature | 96.67 | 149.79 | |
| Wind speed | 93.51 | 146.63 |
Sensitivity analysis of weather variables according to chemicals in rural conditions.
| Chemicals | Weather Variables | KORA (m) | ALOHA (m) |
|---|---|---|---|
| 28% NH3 | Atmospheric stability | 325.68 | 278.80 |
| Air temperature | 301.05 | 354.17 | |
| Wind speed | 297.89 | 351.01 | |
| 35% HCl | Atmospheric stability | 317.84 | 370.96 |
| Air temperature | 293.21 | 346.33 | |
| Wind speed | 290.05 | 343.17 | |
| 50% HF | Atmospheric stability | 223.62 | 276.74 |
| Air temperature | 198.99 | 252.11 | |
| Wind speed | 195.83 | 248.95 | |
| 69% HNO3 | Atmospheric stability | 191.06 | 244.19 |
| Air temperature | 166.44 | 219.56 | |
| Wind speed | 163.28 | 216.40 |