| Literature DB >> 30154347 |
Benjamin D Blair1, John Hughes2, William B Allshouse3, Lisa M McKenzie4, John L Adgate5.
Abstract
Unconventional and conventional oil and gas (O&G) operations raise public health concerns, such as the potential impacts from trucking activity in communities that host these operations. In this work, we used two approaches to evaluate accidents in relation to O&G activities in the State of Colorado. First, we calculated the rate of truck accidents by computing the ratio of accident count and county population. When comparing counties with increased O&G operations to counties with less activity, we found that counties with more activity have greater rates of truck traffic accidents per capita (Rate Ratio = 1.07, p < 0.05, 95% CI: 1.01⁻1.13). Second, we laid a grid over the eleven counties of interest and counted, for each cell, the number of truck accidents, the number of multivehicle accidents with injuries, the number of homes, and the number of O&G wells. We then applied hurdle count models, using the accident counts as the outcomes and the number of homes and number of wells as independent variables. We found that both independent variables are significant predictors of truck accidents and multivehicle truck accidents. These accidents are of concern since they can have an impact on the people who live near O&G operations.Entities:
Keywords: accidents; hydraulic fracturing; oil and gas operations; transport; trucking
Mesh:
Year: 2018 PMID: 30154347 PMCID: PMC6165418 DOI: 10.3390/ijerph15091861
Source DB: PubMed Journal: Int J Environ Res Public Health ISSN: 1660-4601 Impact factor: 3.390
Figure 1Rate of truck accidents per county population from 2005 to 2013 for the top 10 oil producing counties and the remaining 54 Colorado counties.
Summary of results for counts of homes, wells, truck accidents, and multivehicle truck accidents with an injury for the 0.1 by 0.1 and 0.05 by 0.05 grids.
| Cell Size | Variable | Minimum | Median | Mean | Maximum |
|---|---|---|---|---|---|
| 0.1 by 0.1 | Homes | 0 | 7 | 1132 | 45,164 |
| O&G Wells | 0 | 2 | 66 | 1372 | |
| Truck Accidents | 0 | 0 | 24 | 1848 | |
| Multivehicle Truck Accident with Injury | 0 | 0 | 4 | 314 | |
| 0.05 by 0.05 | Homes | 0 | 0 | 299 | 18,610 |
| O&G Wells | 0 | 0 | 18 | 494 | |
| Truck Accidents | 0 | 0 | 6 | 802 | |
| Multivehicle Truck Accident with Injury | 0 | 0 | 1 | 162 |
On left, truck accidents predicted by hurdle model for 0.05 by 0.05 grid and 0.1 by 0.1 grid. On right, truck accidents involving multiple vehicles and an injury predicted by hurdle model for 0.05 by 0.05 grid and 0.1 by 0.1 grid.
| Truck Accidents | Truck Accidents Involving Multiple Vehicles and an Injury | |||||||
|---|---|---|---|---|---|---|---|---|
| 0.05 by 0.05 degree grid 1 | 0.1 by 0.1 degree grid 2 | 0.05 by 0.05 degree grid 3 | 0.1 by 0.1 degree Grid 4 | |||||
| Prevalence model coefficients (truncated negbin with log link): | ||||||||
| Estimate | Std. Error | Estimate | Std. Error | Estimate | Std. Error | Estimate | Std. Error | |
| Intercept | 1.61 *** | 0.14 | 2.46 *** | 0.14 | 0.27 | 0.26 | 1.28 *** | 0.16 |
| Homes | 35.57 *** | 3.56 | 26.38 *** | 4.01 | 23.64 *** | 3.07 | 16.94 *** | 2.39 |
| Wells | 10.35 *** | 2.64 | 8.00 *** | 2.04 | 9.76 ** | 3.28 | 8.18 *** | 1.86 |
| Log(theta) | −1.39 *** | 0.19 | −1.17 *** | 0.21 | −1.33 *** | 0.34 | −0.58 * | 0.25 |
| Incidence model coefficients (negbin with logit link): | ||||||||
| Intercept | −0.67 *** | 0.08 | 0.97 *** | 0.27 | −1.44 *** | 0.078 | 0.06 | 0.20 |
| Homes | 148.76 *** | 16.74 | 125.72 *** | 27.66 | 147.00 *** | 14.62 | 118.8 *** | 21.2 |
| Wells | 20.13 *** | 2.38 | 10.45 *** | 3.12 | 18.54 *** | 2.29 | 8.85 *** | 2.52 |
| Theta: count (95% CI) | 0.25 (0.17–0.37) | 0.31 (0.21–0.47) | 0.26 (0.14–0.52) | 0.56 (0.34–0.92) | ||||
*** indicates p < 0.001, ** indicates p < 0.01, * indicates p < 0.05. 1 For the 0.05 by 0.05 grid, the value of the log likelihood at convergence was −3240.82. The corresponding intercept-only model had log likelihood equal to −3557. The AIC values were 6495.64 and 7121, respectively, which yielded a model probability <0.001. 2 For the 0.1 by 0.1 grid, the value of the log likelihood at convergence was −1549.31. The corresponding intercept-only model had log likelihood equal to −1675.60. The AIC values were 3112.62 and 3357.21, respectively, which yielded a model probability <0.001. 3 For the 0.05 by 0.05 grid, the value of the log likelihood at convergence was −1754.16. The corresponding intercept-only model had log likelihood equal to −2049.26. The AIC values were 3522.32 and 4104.52, respectively, which yielded a model probability <0.001. 4 For the 0.1 by 0.1 grid, the value of the log likelihood at convergence was −895.09. The corresponding intercept-only model had log likelihood equal to −1025.10. The AIC values were 1804.17 and 2056.20, respectively, which yielded a model probability <0.001.