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Dutch dikes, and risk hikes; a thematic policyevaluation of risks of flooding in the Netherlands. Extended summary

机译:荷兰堤防和风险上升;主题政策评估荷兰的洪灾风险。扩展摘要

摘要

Dams in the Netherlands have never been stronger so the probability ofencountering floods from rivers or on the coast similar to the greatflood in the south-western part of the Netherlands in 1953 has declined. However, the risks of casualties and economic damage from flooding havebecome much greater since this event. The controversy intimated here(decreased probability of flooding vs. increased risks of casualties andeconomic damage) has been largely attributed to a creeping discrepancybetween the existent set of design standards for dike strength (used fordam assessment and reinforcement programmes in the Netherlands) andcontinuing social and economic development. These standards, set down innational law, are, to a large extent, based on insights gained in the1953-1960 period. The present spatial distribution of economic interestsattached to the "dike-ring" areas (vulnerable lands protected by a singlering dike) is no longer in proportion to the spatial variation ofsecurity standards. Besides, the public no longer seems to considerflooding in the Netherlands as a natural hazard but rather as a sort ofexternal risk such as industrial hazards and plane crashes. The risks ofcasualties due to flooding in the Netherlands are much greater than theknown combined external risks. Compared to other countries in Europe,and the USA and Japan, the safety levels of dams in the Netherlands arealready much higher, based as they are on the high vulnerability of thepopulation in the Netherlands, with its low-lying areas, dense populationand large investments. A further increase in flood risks is expected dueto the rise in sea level, climate change, and further economic and socialdevelopment. Technical solutions no longer form the sole answer to thisincrease. Up till now focus has been on reducing risks of dike breachesby technical means, while efficient solutions in spatial planning havebeen overlooked. Solutions presented here include avoidance strategiesfor floodprone areas and the construction of compartment dams forsplitting up large floodprone areas into smaller ones. Political supportis essential, however past experience has shown that political interesthas the tendency to rapidly decline after disasters.
机译:荷兰的水坝从未像现在这样强大,因此遇到河流或沿海地区洪水的可能性与1953年荷兰西南部的大洪水相似。但是,自此事件以来,洪水造成的人员伤亡和经济损失的风险已大大增加。这里引发的争议(洪水概率降低,人员伤亡和经济损失风险增加)很大程度上归因于现有的堤防强度设计标准集(荷兰用于大坝评估和加固计划)与持续的社会和经济之间的不断攀升的差异。发展。这些标准是根据国际法制定的,在很大程度上是基于1953-1960年间的见识。附属于“堤环”地区(受单环堤防保护的脆弱土地)的经济利益目前的空间分布不再与安全标准的空间变化成比例。此外,公众似乎不再将荷兰的洪灾视为自然灾害,而是一种外部风险,例如工业危害和飞机失事。荷兰洪水造成的人员伤亡风险远远大于已知的综合外部风险。与欧洲,美国和日本的其他国家相比,荷兰大坝的安全水平已经高得多,这是由于荷兰大坝的脆弱性,低洼地区,人口密集和大量投资的原因。由于海平面上升,气候变化以及经济和社会的进一步发展,预计洪水风险将进一步增加。技术解决方案不再是此增长的唯一答案。迄今为止,重点一直是通过技术手段来降低堤防违规风险,而有效的空间规划解决方案却被人们忽略了。此处提出的解决方案包括针对易发洪水地区的避免策略,以及用于将大易发洪水地区分成较小地区的隔间大坝的建设。政治上的支持是必不可少的,但是过去的经验表明,政治利益有在灾难后迅速下降的趋势。

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