A Quantitative Approach of Measuring Sustainability Risk in Pipeline Infrastructure Systems
Abstract
:1. Introduction
2. Literature Review
3. Methodology
3.1. Risk Management Framework
3.2. Risk Quantification
3.2.1. Probability of Failure
- If historical failure data for the specific failure event or component failure are available, they can be used to calculate the failure rate [29]. The failure rate is the number of failures divided by the total operating time, which can be expressed as failures per unit of time, for example, failures per month or failures per year.
- If historical data are not sufficient, limited, unavailable, or unreliable, the failure rate can be estimated based on expert opinions [41], industry standards, similar components’ failure rates, or through simulation/experiment of the failure event.
3.2.2. Consequences of Failure
3.3. Sustainability Risk
- Social risks are often associated with community relations, stakeholder engagement, labor practices, human rights, and social equity that could impact the social dimension of sustainability.
- Environmental risks are generally related to natural resource depletion, pollution, habitat destruction, climate change, and other ecological impacts that could threaten environmental sustainability.
- Economic risks are mainly linked to financial stability, economic viability, cost-effectiveness, and resource allocation, which could undermine sustainability’s economic dimension.
4. Data Analysis
4.1. Identifying Potential Failure Causes
- Corrosion failure refers to the degradation of pipeline materials, which can lead to leaks or ruptures, posing significant risks to the integrity of the pipeline system.
- Equipment failure, on the other hand, involves malfunctions in pipeline equipment, presenting operational and safety hazards that demand immediate attention.
- Excavation damage arises when the pipeline is inadvertently hit or punctured during digging or construction work, highlighting the importance of careful excavation practices.
- Incorrect operation incidents result from human error or inadequate maintenance practices, underscoring the need for comprehensive training and adherence to proper procedures.
- Material failure of pipe or weld indicates the presence of defects or weaknesses in the pipeline’s construction, calling for robust quality control measures during installation.
- Natural force damage, occurring from events like earthquakes, landslides, or severe weather, emphasizes the necessity of resilience against unpredictable natural occurrences.
- Outside (or external) force damage involves elements that go beyond the physical structure of the pipeline, encompassing occurrences like vehicle impacts or deliberate third-party actions (vandalism, sabotage, and terrorism) that can cause pipeline damage and subsequent failures.
- Additionally, the dataset reveals other incident causes, which encompass unspecified or external factors contributing to pipeline incidents, underscoring the complexity and multifaceted nature of potential risks.
4.2. Quantifying Failure Probability
4.3. Measuring Probability of the Consequences
5. Results and Discussions
5.1. Sustainability Risk Assessment, Monitoring, and Mitigation
5.2. Discussions
5.3. Research Implications
- In terms of theoretical implications, this study contributes to a deeper theoretical understanding of how sustainability risks can be quantified in the context of pipeline infrastructure systems. It builds upon established sustainability principles and risk management theories. Additionally, the proposed theoretical framework in this study highlights the importance of integrating social, environmental, and economic dimensions when assessing sustainability risk, reflecting a holistic approach to risk management.
- In terms of practical implications, this study provides a quantitative approach for assessing sustainability risk in pipeline operations. Industry practitioners can apply this methodology to enhance the accuracy and effectiveness of risk assessments. By analyzing real-world data, this study identifies specific causes of pipeline incidents, such as corrosion failure and equipment malfunction. This practical insight can guide maintenance and operational decisions. Additionally, the findings from this study can inform the development of practical risk mitigation strategies tailored to the identified sustainability risks, helping organizations proactively manage and reduce disruptions.
- In terms of policy implications, incorporating SDGs into risk management practices, as proposed in the study, has policy implications by aligning risk mitigation efforts with broader societal and global sustainability objectives. Policymakers and regulators can (1) consider the insights from this study when developing or revising regulations related to pipeline infrastructure with a focus on sustainability and risk management, (2) encourage standardized data reporting practices in the industry to enhance transparency and risk evaluation, and (3) promote interdisciplinary collaboration between engineering, sustainability, data analysis, and policy experts to address the complex nature of sustainability risks in pipeline operations.
6. Conclusions
Author Contributions
Funding
Institutional Review Board Statement
Informed Consent Statement
Data Availability Statement
Conflicts of Interest
References
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Potential Failure Cause | Frequency | Failure Probability, Pfi |
---|---|---|
Corrosion Failure | 689 | 0.281 |
Equipment Failure | 1008 | 0.411 |
Excavation Damage | 80 | 0.033 |
Incorrect Operation | 364 | 0.148 |
Material Failure of Pipe or Weld | 101 | 0.041 |
Natural Force Damage | 104 | 0.042 |
Other Incident Cause | 57 | 0.023 |
Other Outside Force Damage | 49 | 0.020 |
Potential Failure Cause | Long-Term Assessment | Remediation Incident | Possible HCA | Commodity Reached HCA | Social Consequences |
---|---|---|---|---|---|
Corrosion Failure | 0.288 | 0.389 | 0.297 | 0.308 | 0.321 |
Equipment Failure | 0.235 | 0.300 | 0.379 | 0.374 | 0.322 |
Excavation Damage | 0.098 | 0.059 | 0.027 | 0.027 | 0.053 |
Incorrect Operation | 0.144 | 0.119 | 0.159 | 0.156 | 0.145 |
Material Failure of Pipe or Weld | 0.121 | 0.054 | 0.044 | 0.042 | 0.065 |
Natural Force Damage | 0.045 | 0.034 | 0.053 | 0.060 | 0.048 |
Other Incident Cause | 0.015 | 0.024 | 0.020 | 0.014 | 0.018 |
Other Outside Force Damage | 0.053 | 0.021 | 0.020 | 0.018 | 0.028 |
Potential Failure Cause | Wildlife Impact Incident | Soil Contamination | Water Contamination | Environmental Consequences |
---|---|---|---|---|
Corrosion Failure | 0.375 | 0.321 | 0.379 | 0.358 |
Equipment Failure | 0.150 | 0.369 | 0.173 | 0.231 |
Excavation Damage | 0.075 | 0.042 | 0.070 | 0.062 |
Incorrect Operation | 0.050 | 0.145 | 0.103 | 0.099 |
Material Failure of Pipe or Weld | 0.175 | 0.046 | 0.075 | 0.099 |
Natural Force Damage | 0.050 | 0.036 | 0.084 | 0.057 |
Other Incident Cause | 0.050 | 0.023 | 0.051 | 0.042 |
Other Outside Force Damage | 0.075 | 0.018 | 0.065 | 0.053 |
Potential Failure Cause | Operator Paid | Gas Released | Property Damage | Emergency | Environment | Other Cost | Economic Consequences |
---|---|---|---|---|---|---|---|
Corrosion Failure | 0.113 | 0.190 | 0.317 | 0.210 | 0.099 | 0.341 | 0.212 |
Equipment Failure | 0.131 | 0.143 | 0.127 | 0.043 | 0.023 | 0.027 | 0.082 |
Excavation Damage | 0.008 | 0.142 | 0.092 | 0.040 | 0.029 | 0.031 | 0.057 |
Incorrect Operation | 0.027 | 0.153 | 0.170 | 0.057 | 0.020 | 0.135 | 0.094 |
Material Failure of Pipe or Weld | 0.421 | 0.141 | 0.097 | 0.380 | 0.744 | 0.115 | 0.316 |
Natural Force Damage | 0.106 | 0.148 | 0.108 | 0.169 | 0.016 | 0.300 | 0.141 |
Other Incident Cause | 0.005 | 0.048 | 0.053 | 0.037 | 0.017 | 0.000 | 0.027 |
Other Outside Force Damage | 0.188 | 0.036 | 0.036 | 0.064 | 0.051 | 0.051 | 0.071 |
Potential Failure Cause | Failure Consequences, ωij | ||
---|---|---|---|
Corrosion Failure | 0.281 | 0.891 | 0.250 |
Equipment Failure | 0.411 | 0.635 | 0.261 |
Excavation Damage | 0.033 | 0.172 | 0.006 |
Incorrect Operation | 0.148 | 0.338 | 0.050 |
Material Failure of Pipe or Weld | 0.041 | 0.480 | 0.020 |
Natural Force Damage | 0.042 | 0.246 | 0.010 |
Other Incident Cause | 0.023 | 0.087 | 0.002 |
Other Outside Force Damage | 0.020 | 0.152 | 0.003 |
Corrosion Failure | Equipment Failure | Incorrect Operation |
---|---|---|
Coating and cathodic protection | Condition monitoring | Comprehensive training |
Regular inspections | Regular maintenance | Standard operating procedures |
Corrosion monitoring | Spare parts inventory | Checklists |
Material selection | Operator training | Automation and controls |
Environmental assessment | Emergency shutdown systems | Feedback mechanisms |
Advance sensors | Redundancy | Human–machine interface designs |
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Asha, L.N.; Huang, Y.; Yodo, N.; Liao, H. A Quantitative Approach of Measuring Sustainability Risk in Pipeline Infrastructure Systems. Sustainability 2023, 15, 14229. https://doi.org/10.3390/su151914229
Asha LN, Huang Y, Yodo N, Liao H. A Quantitative Approach of Measuring Sustainability Risk in Pipeline Infrastructure Systems. Sustainability. 2023; 15(19):14229. https://doi.org/10.3390/su151914229
Chicago/Turabian StyleAsha, Labiba Noshin, Ying Huang, Nita Yodo, and Haitao Liao. 2023. "A Quantitative Approach of Measuring Sustainability Risk in Pipeline Infrastructure Systems" Sustainability 15, no. 19: 14229. https://doi.org/10.3390/su151914229
APA StyleAsha, L. N., Huang, Y., Yodo, N., & Liao, H. (2023). A Quantitative Approach of Measuring Sustainability Risk in Pipeline Infrastructure Systems. Sustainability, 15(19), 14229. https://doi.org/10.3390/su151914229