North Sea Flood of 1953 in the context of "Spring tide"

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⭐ Core Definition: North Sea Flood of 1953

The North Sea flood of 1953, also known as the Big Flood or East Coast Flood (in England) or as the Flood Disaster (Dutch: Watersnoodramp), was a flood caused by a heavy storm surge in the North Sea that struck low-lying coastal areas of the Netherlands, Belgium, and the United Kingdom. More than 2,000 people were killed on land and hundreds more at sea. It was the worst natural disaster of the 20th century in the United Kingdom and the worst in the Netherlands since the Middle Ages.

The storm and flooding occurred during the night of Saturday, 31 January to the morning of 1 February 1953. A combination of a high spring tide and a severe European windstorm caused a storm tide of the North Sea. Most sea defences facing the surge were overwhelmed, resulting in extensive flooding. The combination of wind, high tide, and low pressure caused the sea to flood land up to 5.6 metres (18 ft 4 in) above mean sea level.

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North Sea Flood of 1953 in the context of Afsluitdijk

The Afsluitdijk (Dutch: [ˈɑfslœydɛik] ; West Frisian: Ofslútdyk [ˈɔfslyːdik]; "closure dyke") is a major dam and causeway in the Netherlands. It was constructed between 1927 and 1932 and runs from Den Oever in North Holland province to the village of Zurich in Friesland province, over a length of 32 kilometres (20 mi) and a width of 90 metres (300 ft), at an initial height above Amsterdam Ordnance Datum of between 6.7 metres (22 ft) along the section at Friesland, and 7.4 metres (24 ft) where it crosses the deep channel of the Vlieter. The height at the greater sea depths west of Friesland was required to be a minimum of 7 metres everywhere when originally constructed.

Increases to the height of the Afsluitdijk have been made several times since 1958 as part of regular maintenance since the deadly North Sea Flood of 1953. The section between the Stevinsluizen and Lorentzsluizen sluice complexes was raised to 7.8 metres. Major upgrade works commenced in 2019, with one of the design conditions being that only limited wave overtopping during the design storm condition be permitted. The design proposed by the successful contractor to meet this criterion will see a further increase in the height of the dam, by approximately 2 metres.

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