首页> 外文期刊>Proceedings of the Yorkshire Geological Society >The effect of coastal defences on cliff top retreat along the Holderness coastline
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The effect of coastal defences on cliff top retreat along the Holderness coastline

机译:沿海防御对沿Holderness海岸线的悬崖顶撤退的影响

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This study investigates variations in soft cliff retreat and the impact of coastal defences along 55 km of the Holderness coast between 1845 and 2005. The analysis of three approximately 50-year periods (1854-1905, 1905-1952, 1952-2005) gives a retreat rate of between 0.8+0.4 m/yr and 2.1+0.4 m/yr. Retreat varies spatially and temporally due to natural causes and human activity, especially 19'h century beach mining and coastal defence construction. Defences reduce sediment input and modify the sediment budget, usually resulting in a sediment deficit down-drift, leading to the development of a set-back. Using data from historical and modern Ordnance Survey maps, aerial photographs, and Differential Geographical Positioning System (DGPS) surveys, the cliff top was selected as a reference feature. Set-back due to defence construction at Barmston, Hornsea (two periods), Mappleton and Withernsea (two periods) was analysed, giving six different time periods. Short time periods are unreliable due to large mapping uncertainties and natural variability. Two cases showed excess retreat for tens to thousands of metres down-drift over a long time period since defence construction. Two cases were indicative of excess retreat, but require more time to elapse after defence construction (in these cases >20 years) to reach a definitive conclusion. Two cases were inconclusive, but possibly maintained a constant retreat rate post-defence construction. Hence, at the scale of Holderness, defences have changed the pattern of erosion rather than stopping it. Accelerated retreat down-drift of defences can threaten human infrastructure and buildings and reduce the efficiency of defences. This should be recognized in shoreline management planning.
机译:这项研究调查了1845年至2005年之间沿Holderness海岸55 km的软崖撤退变化和海岸防御的影响。对三个大约50年时间段(1854-1905、1905-1952和1952-2005)的分析得出了退缩率在0.8 + 0.4 m / yr至2.1 + 0.4 m / yr之间。由于自然原因和人类活动,撤退在空间和时间上会有所不同,尤其是19世纪的海滩采矿和海岸防御建设。防御措施减少了泥沙的输入并改变了泥沙的预算,通常会导致泥沙不足而向下漂移,从而导致挫折的发生。利用历史和现代军械测量图,航空照片以及差分地理定位系统(DGPS)测量的数据,悬崖顶被选作参考特征。分析了巴姆斯顿,霍恩西(两个时期),马普顿和威瑟恩西(两个时期)在国防建设方面的挫折,给出了六个不同的时期。由于较大的制图不确定性和自然可变性,短时间段是不可靠的。自国防建设以来,有两起案件在很长一段时间内向后漂移了数十至数千米。有2例表明撤退过多,但在建立防御之后需要更多时间(在这些情况下> 20年)才能得出明确的结论。有两个案例尚无定论,但可能在防御后建设中保持恒定的撤退率。因此,就持有权的规模而言,防御改变了腐蚀的模式而不是制止了腐蚀。防御工事的快速撤退会威胁到人类的基础设施和建筑物,并降低防御效率。这应该在海岸线管理计划中得到认可。

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