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Performance of Port and Harbor Structures Impacted by the March 11,2011 Great Tohoku Earthquake Tsunami

机译:2011年3月11日东北大地震和海啸对港口和港口结构的影响

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On March 11, 2011 the largest earthquake ever recorded in Japan struck off the coast of the Tohoku region of the country, immediately followed by the one of the largest tsunamis ever recorded. Following these devastating events, the American Society of Civil Engineers (ASCE) and its Coasts, Oceans, Ports, and Rivers Institute (COPRI) committed to send multiple teams to Japan to investigate the performance of port and coastal structures. This paper summarizes the findings of the northern Port and Harbor team, whose final report is in publication and expected to be released in 2013 [COPRI, 2013]. The northern team investigated over 14 major port facilities along approximately 300 km of coastline. The team visited Japan in May 2011, focusing on sites north of Fukushima. The COPRI team partnered with the Japanese Ports and Airport Research Institute (PARI) and greatly benefitted from collaboration with PARI port specialists in the field. While on site, the team documented observable damage and met with facility personnel, eyewitnesses, researchers, and government officials. This paper includes a brief summary of findings as well as recommendations appropriate for the ports community. The primary purpose of the team was to assess and learn from the performance of port infrastructure, including waterfront, storage, protective structures, handling equipment, process systems, and utilities. This investigation focused on design, construction, and performance, with an emphasis on the lessons learned from both failures and successes. Topics addressed include structural performance, code efficacy, ancillary equipment performance, tsunami prediction and life safety, early warning systems, as well as recommendations for high tsunami risk ports and future research, all of which are directly applicable to U.S. facilities.Generally, port and harbor structures were found to have performed well, with few catastrophic failures observed. Pile supported and gravity wall structures generally performed with minimal damage. However, damage to electrical supply systems and damaged or lost equipment associated with tsunami inundation delayed restoration of full operations for many port facilities in the region. Significant loss of life was found to occur where predicted or design inundations resulted in vertical evacuation heights or seawall protection heights that were not sufficient.
机译:2011年3月11日,日本有史以来最大的地震袭击了日本东北地区沿海,紧随其后的是有史以来最大的海啸之一。在这些灾难性事件之后,美国土木工程师学会(ASCE)及其海岸,海洋,港口和河流研究所(COPRI)承诺派遣多个小组前往日本,以研究港口和沿海建筑物的性能。本文总结了北部港口和港口小组的调查结果,该小组的最终报告已在发布中,预计将于2013年发布[COPRI,2013]。北方小组调查了大约300公里海岸线上的14个主要港口设施。该小组于2011年5月访问了日本,重点是福岛以北的景点。 COPRI团队与日本港口和机场研究所(PARI)合作,并从与该领域的PARI港口专家的合作中受益匪浅。在现场时,团队记录了可观察到的损坏,并与设施人员,目击者,研究人员和政府官员会面。本文包括调查结果的简短摘要以及适用于港口社区的建议。该团队的主要目的是评估和学习港口基础设施的性能,包括海滨,仓库,保护性结构,装卸设备,过程系统和公用事业。这项调查的重点是设计,构造和性能,重点是从失败和成功中汲取的教训。涉及的主题包括结构性能,代码效力,辅助设备性能,海啸预测和生命安全,预警系统以及针对高海啸风险港口和未来研究的建议,所有这些都直接适用于美国设施。发现港口结构运行良好,几乎没有观察到灾难性的故障。桩支撑和重力墙结构通常具有最小的损坏。但是,与海啸泛滥有关的供电系统损坏和设备损坏或丢失,使该地区许多港口设施的全面恢复工作延误了。当预计的或设计的淹没导致垂直疏散高度或防波堤保护高度不足时,会发生重大生命损失。

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