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首页> 外文期刊>Risk analysis >Probabilistic Analysis of Dam Accidents Worldwide: Risk Assessment for Dams of Different Purposes in OECD and Non-OECD Countries with Focus on Time Trend Analysis
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Probabilistic Analysis of Dam Accidents Worldwide: Risk Assessment for Dams of Different Purposes in OECD and Non-OECD Countries with Focus on Time Trend Analysis

机译:全球水坝事故的概率分析:经合组织和非经合组织国家不同目的水坝风险评估,重点关注时间趋势分析

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摘要

This study presents probabilistic analysis of dam accidents worldwide in the period 1911-2016. The accidents are classified by the dam purpose and by the country cluster, where they occurred, distinguishing between the countries of the Organization for Economic Cooperation and Development (OECD) and nonmember countries (non-OECD without China). A Bayesian hierarchical approach is used to model distributions of frequency and severity for accidents. This approach treats accident data as a multilevel system with subsets sharing specific characteristics. To model accident probabilities for a particular dam characteristic, this approach samples data from the entire data set, borrowing the strength across data set and enabling to model distributions even for subsets with scarce data. The modelled frequencies and severities are combined in frequency-consequence curves, showing that accidents for all dam purposes are more frequent in non-OECD (without China) and their maximum consequences are larger than in OECD countries. Multipurpose dams also have higher frequencies and maximum consequences than single-purpose dams. In addition, the developed methodology explicitly models time dependence to identify trends in accident frequencies over the analyzed period. Downward trends are found for almost all dam purposes confirming that technological development and implementation of safety measures are likely to have a positive impact on dam safety. The results of the analysis provide insights for dam risk management and decision-making processes by identifying key risk factors related to country groups and dam purposes as well as changes over time.
机译:本研究提出了1911 - 2016年世界大坝事故的概率分析。事故由大坝目的和国家集群分类,他们发生,区分经济合作与发展组织国家(经合组织)和非经合组织的国家(没有中国的非经合组织)。贝叶斯等级方法用于模拟事故频率和严重程度的分布。这种方法将事故数据视为具有子集共享特定特征的子集的多级系统。为了模拟特定大坝特征的事故概率,该方法从整个数据集中采样数据,借用数据集的强度,即使对于具有稀缺数据的子集,也能够模拟分布。建模的频率和严重程度在频率 - 后果曲线中组合,显示所有大坝目的的事故在非经合组织(没有中国)中更频繁,其最大后果大于经合组织国家。多用途水坝的频率也具有更高的频率和最大后果,而不是单一目的大坝。此外,开发方法明确地模拟了时间依赖,以确定分析期间的事故频率的趋势。对于几乎所有的大坝目的,发现了向下趋势,证实技术开发和实施安全措施的实施可能对大坝安全产生积极影响。分析结果通过识别与国家群体和大坝目的相关的关键风险因素以及随着时间的推移来提供大坝风险管理和决策过程的见解。

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