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Shore platform morphology on a rapidly uplifting coast, Wellington, New Zealand

机译:新西兰惠灵顿迅速上升的海岸上的岸台地貌

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摘要

The coast of Wellington, New Zealand, is tectonically active and contains a series of uplifted and contemporary shore platforms that are developed in Triassic Greywacke. The platform profiles are rugged with relief of metre scale common. The surveyed platforms were formed at, and at two distinct levels 1-1.5 and 2-2.5 m above, mean sea level. They range in width up to 70 m and are highly fractured with fracture densities in excess of 20/m(2) common. The rate of development of these platforms is rapid, with lateral erosion rates of up to 0.15 m/yr calculated, allowing platform development to occur over centennial scales. Even given this rapid development, continued instantaneous uplift of the coast has meant they are unable to reach an equilibrium state, whereby the effectiveness of wave processes in removing material is reduced by platform extension. The co-seismic uplift means that the rear of the platforms is raised beyond the limits of marine process and has become an area of deposition. Although no direct process measurements were made the highly fractured nature of the bedrock appears to play a major role in platform evolution, with wave processes being easily able to pluck blocks as evidenced by fresh erosion scars and active gravel beaches at the rear of many platforms. This coast therefore represents an extremely dynamic youthful shore platform environment, where the processes of marine abrasion can be observed over historical timescales. Copyright (C) 2005 John Wiley & Sons, Ltd.
机译:新西兰惠灵顿海岸的构造活跃,包含一系列由Triassic Greywacke开发的隆起的现代海岸平台。平台轮廓坚固耐用,常见的仪表刻度减轻了。所调查的平台是在平均海平面1-1.5和2-2.5 m以及两个不同的水平上形成的。它们的宽度最大为70 m,并且高度断裂,断裂密度超过20 / m(2)常见。这些平台的发展速度很快,计算出的侧向腐蚀速率最高可达0.15 m / yr,从而使平台开发可以百年规模进行。即使在这种快速发展中,海岸的持续瞬时隆升也意味着它们无法达到平衡状态,从而通过平台延伸降低了波浪过程去除物质的效率。同震抬升意味着平台的后部超出了海洋过程的限制,已经成为沉积区域。尽管没有进行直接的过程测量,但是基岩的高度断裂性似乎在平台演化中起着重要作用,波浪过程很容易拔出块体,许多平台后部的新鲜侵蚀性疤痕和活跃的砾石滩证明了这一点。因此,该海岸代表了一个充满活力的年轻海岸平台环境,可以在历史时间尺度上观察到海洋磨损的过程。版权所有(C)2005 John Wiley&Sons,Ltd.

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