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Consequences of short-term changes in coastal processes: a case study

机译:沿海过程短期变化的后果:一个案例研究

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In 1997-98, unique critical beach erosion led to structural failure along the Penarth, South Wales UK coastline and anthropogenic activities, such as the construction of the Cardiff Bay Barrage and offshore marine aggregate dredging, were suggested as causes. The time-frame of significant erosion was between 1995 and 1997 and forcing agents (extreme sea level and wind direction) and shoreline indicators (mean beach level and MHW) were analysed in order to assess change. Water level analysis showed that although there was no significant difference between actual and predicted mean sea levels, extreme sea levels at that time were significantly higher (t = 3(.)305; d.f. = 8; p < 0(.)05). Three wind direction analyses (annual mean, mean annual maximum gust and mean annual maximum gust >= 28 kn) between 1995 and 1997 also showed significant differences (p < 0(.)05). All comprised more easterly components which meant they approached the beach from the sea. Furthermore, gusts >= 28 kn from the northeast quadrant, that is, 0 degrees to 90 degrees true, were significantly more frequent during these years (t = 3(.)674; d.f. = 8; p < 0(.)01). Justification of statistical significances was established and there was supporting evidence of unusual meteorological conditions at that time. Relationships showed correlation between forcing agents (extreme sea level and wind direction) and shoreline indicators (mean beach level and Mean High Water). Furthermore, regression analysis showed winds from the northeast quadrant resulted in steeper longshore gradients, as a consequence of beach material loss. Therefore, it was concluded that the critical erosion of Penarth beach between 1995 and 1997 was caused by increased wave attack from the northeast and southeast quadrants, generated by unique significant changes in wind direction and extreme sea levels. Copyright (c) 2008 John Wiley & Sons, Ltd.
机译:在1997-98年间,独特的严重海滩侵蚀导致了Penarth,英国南威尔士海岸线的结构性破坏,并提出了人为活动,例如加的夫湾大坝的建造和近海海洋疏aggregate的原因。严重侵蚀的时间范围是1995年至1997年,并分析了强迫因素(极端海平面和风向)和海岸线指标(平均海滩高度和MHW)以评估变化。水位分析表明,尽管实际平均海平面与预计的平均海平面之间没有显着差异,但当时的极端海平面明显更高(t = 3(.305); d.f。= 8; p <0(。)05)。 1995年至1997年之间的三个风向分析(年平均,年平均最大阵风和年平均最大阵风> = 28 kn)也显示出显着差异(p <0(。)05)。所有这些都包含更多的东风部分,这意味着他们从海上进入海滩。此外,在这些年中,距东北象限> = 28 kn(即真实0度到90度)的阵风明显更为频繁(t = 3(.674); df = 8; p <0(.01))。 。建立了统计显着性的理由,并且当时有支持的证据表明异常的气象条件。关系显示强迫因素(极端海平面和风向)与海岸线指标(平均海滩高度和平均高水位)之间具有相关性。此外,回归分析显示,由于海滩物质流失,来自东北象限的风导致较陡的沿岸坡度。因此,可以得出这样的结论:1995年至1997年期间,佩纳斯海滩的严重侵蚀是由于东北和东南象限的海浪袭击增加所致,而海浪袭击是由风向和极端海平面的独特显着变化产生的。版权所有(c)2008 John Wiley&Sons,Ltd.

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