繁忙港区海底管道拖锚事故频次估算方法

Y. Mulyadi, E. Kobayashi, N. Wakabayashi, T. Pitana, Wahyudi, E. Prasetyo
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引用次数: 3

摘要

近年来,在繁忙的港口地区,包括工业港口、休闲区、渔区和其他港口设施,开发了许多海底管道。在繁忙的船舶交通条件下,这些海底管道很可能受到拖曳锚或其他掉落物体的损坏。本文基于Fujii提出的概念,提出了海底管道拖曳锚事故频率估计模型。该模型是基于对海底管道关键区域锚停距离的分析,通过估算海底管道Na上的候选拖锚数量来实现的。根据挪威船级社(DNV)和Hanninen的模型改进的贝叶斯网络方法估计了因果概率Pc。Pc的估计考虑了各种因素,包括人为因素、天气因素、技术因素和支持因素。将自动识别系统(AIS)和地理信息系统(GIS)数据相结合,估计海底管道区域周围船舶交通的横向概率分布。通过对印度尼西亚Madura海峡海底管道锚杆拖曳的案例研究,验证了所提出模型的实施。通过将该模型估计的海底管道拖锚事故频率与Madura海峡记录的实际事故频率进行比较,验证了该模型的有效性。验证分析结果表明,两者有合理的一致性。
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Estimation Method for Dragged Anchor Accident Frequency on Subsea Pipelines in Busy Port Areas
Recently, many subsea pipelines have been developed in busy port areas, including industrial ports, recreational areas, fishing areas, and other port facilities. Under busy ship traffic conditions, these subsea pipelines are likely to be exposed to the risk of damage by a dragged anchor or other dropped objects. In this paper, a model is proposed to estimate the dragged anchor accident frequency on subsea pipelines based on the concept introduced by Fujii. The proposed model is approached by estimating the number of dragged anchor candidates on subsea pipelines, Na, based on an analysis of the anchor stopping distance in a critical subsea pipeline area. The causation probability Pc is estimated using a Bayesian network method that is modified from the model of Det Norske Veritas (DNV) and Hanninen. Various factors are considered to estimate Pc, including the human factor, weather factor, technical factor, and support factor. Automatic Identification System (AIS) and Geographic Information System (GIS) data are combined to estimate the lateral probability distribution of the ship traffic around a subsea pipeline area. A case study of anchors dragging on the subsea pipeline in the Madura Strait of Indonesia is performed to demonstrate the implementation of the proposed model. The proposed model is validated by comparing the results for the estimated dragged anchor accident frequency on the subsea pipeline using the proposed model with the actual accidents recorded in the Madura Strait. The results of this validation analysis show that there is reasonable agreement.
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