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Investigation of Hydrodynamic Parameters and the Effects of Breakwaters During the 2011 Great East Japan Tsunami in Kamaishi Bay

机译:釜石湾2011年东日本海啸期间的水动力参数和防波堤的影响研究

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The March 2011 Great East Japan Tsunami was one of the most disastrous tsunami events on record, affecting the east coast of Japan to an extreme degree. Extensive currents combined with flow depths in inundation zones account for this devastating impact. Video footage taken by the eyewitnesses reveals the destructive effect and dragging capability of strong tsunami currents along the coast. This study provides a numerical modeling study in Kamaishi Bay, calculating the damage inflicted by tsunami waves on structures and coastlines in terms of the square of the Froude number Fr (2) ; and also other calculated hydrodynamic parameters, such as the distribution of instantaneous flow depths, maximum currents and water surface elevations that occurred during this catastrophic tsunami. Analyses were performed by using the tsunami numerical modeling code NAMI DANCE with nested domains at a higher resolution. The effect of the Kamaishi breakwater on the tsunami inundation distance and coastal damage was tested by using the conditions of "with breakwater," "without breakwater," and "damaged breakwater." Results show that the difference between the hydrostatic pressure on the seaward side of the breakwater and the leeward side of the breakwater is quite high, clarifying conditions contributing to failure of the breakwater. Lower water surface elevations were calculated in the case of a breakwater existing at the entrance, a partly valid condition for the damaged breakwater case. The results are different for current velocities and in the "with breakwater" condition due to the concentration of energy through the breakwater gaps.
机译:2011年3月发生的东日本大海啸是有记录以来最灾难性的海啸事件之一,对日本东海岸造成了极大的影响。大量的水流与淹没区的水流深度共同造成了这种破坏性影响。目击者拍摄的录像显示了沿海强烈海啸潮流的破坏力和拖曳能力。这项研究提供了一个在Kamaishi湾的数值模拟研究,以弗洛德数Fr(2)的平方计算海啸对建筑物和海岸线造成的破坏。以及其他计算出的流体动力学参数,例如在这场灾难性海啸中发生的瞬时流量深度,最大水流和水面高程的分布。通过使用具有嵌套域的海啸数值建模代码NAMI DANCE进行更高分辨率的分析。通过使用“有防波堤”,“无防波堤”和“损坏的防波堤”的条件测试了釜石防波堤对海啸淹没距离和沿海破坏的影响。结果表明,在防波堤的海侧和防波堤的背风侧的静水压之间的差异非常大,从而澄清了导致防波堤失效的条件。在入口处有防波堤的情况下,计算出较低的水面高度,这是损坏的防波堤情况的部分有效条件。对于当前的速度和在“有防波堤”的情况下,由于通过防波堤缝隙的能量集中,结果是不同的。

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