Flood control in the Netherlands

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Without dikes, the Netherlands would be flooded to this extent. The Netherlands compared to sealevel.png
Without dikes, the Netherlands would be flooded to this extent.

Flood control is an important issue for the Netherlands, as due to its low elevation, approximately two thirds of its area is vulnerable to flooding, while the country is densely populated. Natural sand dunes and constructed dikes, dams, and floodgates provide defense against storm surges from the sea. River dikes prevent flooding from water flowing into the country by the major rivers Rhine and Meuse, while a complicated system of drainage ditches, canals, and pumping stations (historically: windmills) keep the low-lying parts dry for habitation and agriculture. Water control boards are the independent local government bodies responsible for maintaining this system.

Contents

In modern times, flood disasters coupled with technological developments have led to large construction works to reduce the influence of the sea and prevent future floods. These have proved essential over the course of Dutch history, both geographically and militarily, and has greatly impacted the lives of many living in the cities affected, stimulating their economies through constant infrastructural improvement.

History

The Greek geographer Pytheas noted of the Low Countries, as he passed them on his way to Heligoland c.325 BCE, that "more people died in the struggle against water than in the struggle against men". Roman author Pliny, of the 1st century, wrote something similar in his Natural History: [1]

There, twice in every twenty-four hours, the ocean's vast tide sweeps in a flood over a large stretch of land and hides Nature's everlasting controversy about whether this region belongs to the land or to the sea. There these wretched peoples occupy high ground, or manmade platforms constructed above the level of the highest tide they experience; they live in huts built on the site so chosen and are like sailors in ships when the waters cover the surrounding land, but when the tide has receded they are like shipwrecked victims. Around their huts they catch fish as they try to escape with the ebbing tide. It does not fall to their lot to keep herds and live on milk, like neighboring tribes, nor even to fight with wild animals, since all undergrowth has been pushed far back.

The flood-threatened area of the Netherlands is essentially an alluvial plain, built up from sediment left by thousands of years of flooding by rivers and the sea. [2] About 2,000 years ago most of the Netherlands was covered by extensive peat swamps. The coast consisted of a row of coastal dunes and natural embankments which kept the swamps from draining but also from being washed away by the sea. The only areas suitable for habitation were on the higher grounds in the east and south and on the dunes and natural embankments along the coast and the rivers. In several places the sea had broken through these natural defenses and created extensive floodplains in the north. The first permanent inhabitants of this area were probably attracted by the sea-deposited clay soil which was much more fertile than the peat and sandy soil further inland. To protect themselves against floods they built their homes on artificial dwelling hills called terpen or wierden (known as Warften or Halligen in Germany). Between 500 BC and AD 700 there were probably several periods of habitation and abandonment as the sea level periodically rose and fell. The first dikes were low embankments of only a meter or so in height surrounding fields to protect the crops against occasional flooding. Around the 9th century the sea was on the advance again and many terps had to be raised to keep them safe. Many single terps had by this time grown together as villages. These were now connected by the first dikes.

After about AD 1000 the population grew, which meant there was a greater demand for arable land but also that there was a greater workforce available and dike construction was taken up more seriously. The major contributors in later dike building were the monasteries. As the largest landowners they had the organization, resources and manpower to undertake the large construction. By 1250 most dikes had been connected into a continuous sea defense.

The next step was to move the dikes ever-more seawards. Every cycle of high and low tide left a small layer of sediment. Over the years these layers had built up to such a height that they were rarely flooded. It was then considered safe to build a new dike around this area. The old dike was often kept as a secondary defense, called a sleeper dike.

The Plompe toren, the only remainder of the village Koudekerke Plompetoren 3.jpeg
The Plompe toren, the only remainder of the village Koudekerke

A dike could not always be moved seawards. Especially in the southwest river delta it was often the case that the primary sea dike was undermined by a tidal channel. A secondary dike was then built, called an inlaagdijk. [3] With an inland dike, when the seaward dike collapses the secondary inland dike becomes the primary. Although the redundancy provides security, the land from the first to second dike is lost; over the years the loss can become significant.

Taking land from the cycle of flooding by putting a dike around it prevents it from being raised by silt left behind after a flooding. At the same time the drained soil consolidates and peat decomposes leading to land subsidence. In this way the difference between the water level on one side and land level on the other side of the dike grew. While floods became more rare, if the dike did overflow or was breached the destruction was much larger.

The construction method of dikes has changed over the centuries. Popular in the Middle Ages were wierdijken, earth dikes with a protective layer of seaweed. An earth embankment was cut vertically on the sea-facing side. Seaweed was then stacked against this edge, held into place with poles. Compression and rotting processes resulted in a solid residue that proved very effective against wave action and they needed very little maintenance. In places where seaweed was unavailable, other materials, such as reeds or wicker mats, were used.

Sea dike keeping Delfzijl and surroundings dry in 1994 Extreem hoogwater Delfzijl. Ondergelopen terrein met AKZO op de achtergrond. 329850s.jpg
Sea dike keeping Delfzijl and surroundings dry in 1994

Another system used much and for a long time was that of a vertical screen of timbers backed by an earth bank. Technically these vertical constructions were less successful as vibration from crashing waves and washing out of the dike foundations weakened the dike.

Much damage was done to these wood constructions with the arrival of the shipworm (Teredo navalis), a bivalve thought to have been brought to the Netherlands by VOC trading ships, that ate its way through Dutch sea defenses around 1730. The change was made from wood to using stone for reinforcement. This was a great financial setback as there is no natural occurring rock in the Netherlands and it all had to be imported from abroad.

Current dikes are made with a core of sand, covered by a thick layer of clay to provide waterproofing and resistance against erosion. Dikes without a foreland have a layer of crushed rock below the waterline to slow wave action. Up to the high waterline the dike is often covered with carefully laid basalt stones or a layer of tarmac. The remainder is covered by grass and maintained by grazing sheep. Sheep keep the grass dense and compact the soil, in contrast to cattle.

Developing the peat swamps

At about the same time as the building of dikes the first swamps were made suitable for agriculture by colonists. By digging a system of parallel drainage ditches water was drained from the land to be able to grow grain. However, the peat settled much more than other soil types when drained and land subsidence resulted in developed areas becoming wet again. Cultivated lands which were at first primarily used for growing grain thus became too wet and the switch was made to dairy farming. A new area behind the existing field was then cultivated, heading deeper into the wild. This cycle repeated itself several times until the different developments met each other and no further undeveloped land was available. All land was then used for grazing cattle.

The windmills of Kinderdijk, the Netherlands KinderdijkMolens klein.jpg
The windmills of Kinderdijk, the Netherlands

Because of the continuous land subsidence it became ever more difficult to remove excess water. The mouths of streams and rivers were dammed to prevent high water levels flowing back upstream and overflowing cultivated lands. These dams had a wooden culvert equipped with a valve, allowing drainage but preventing water from flowing upstream. These dams, however, blocked shipping and the economic activity caused by the need to transship goods caused villages to grow up near the dam, some famous examples are Amsterdam (dam in the river Amstel) and Rotterdam (dam in the Rotte). Only in later centuries were locks developed to allow ships to pass.

Further drainage could only be accomplished after the development of the polder windmill in the 15th century. The wind-driven water pump has become one of the trademark tourist attractions of the Netherlands. The first drainage mills using a scoop wheel could raise water at most 1.5 m. By combining mills the pumping height could be increased. Later mills were equipped with an Archimedes' screw which could raise water much higher. The polders, now often below sea level, were kept dry with mills pumping water from the polder ditches and canals to the boezem ("bosom"), a system of canals and lakes connecting the different polders and acting as a storage basin until the water could be let out to river or sea, either by a sluice gate at low tide or using further pumps. This system is still in use today, though drainage mills have been replaced by first steam and later diesel and electric pumping stations.

De Cruquius is one of the three pumping stations that drained the Haarlemmermeer Kruik 1.JPG
De Cruquius is one of the three pumping stations that drained the Haarlemmermeer

The growth of towns and industry in the Middle Ages resulted in an increased demand for dried peat as fuel. First all the peat down to the groundwater table was dug away. In the 16th century a method was developed to dig peat below water, using a dredging net on a long pole. Large scale peat dredging was taken up by companies, supported by investors from the cities.

These undertakings often devastated the landscape as agricultural land was dug away and the leftover ridges, used for drying the peat, collapsed under the action of waves. Small lakes were created which quickly grew in area, every increase in surface water leading to more leverage of the wind on the water to attack more land. It even led to villages being lost to the waves of human-made lakes.

The development of the polder mill gave the option of draining the lakes. In the 16th century this work was started on small, shallow lakes, continuing with ever-larger and deeper lakes, though it was not until in the 19th century that the most dangerous of lakes, the Haarlemmermeer near Amsterdam, was drained using steam power. Drained lakes and new polders can often be easily distinguished on topographic maps by their different regular division pattern as compared to their older surroundings. Millwright and hydraulic engineer Jan Leeghwater has become famous for his involvement in these works.

Control of river floods

Three major European rivers, the Rhine, Meuse, and Scheldt, flow through the Netherlands, of which the Rhine and Meuse cross the country from east to west.

The first large construction works on the rivers were conducted by the Romans. Nero Claudius Drusus was responsible for building a dam in the Rhine to divert water from the river branches Waal to the Nederrijn and possibly for connecting the river IJssel, previously only a small stream, to the Rhine. Whether these were intended as flood control measures or just for military defense and transport purposes is unclear.

The first river dikes appeared near the river mouths in the 11th century, where incursions from the sea added to the danger from high water levels on the river. Local rulers dammed branches of rivers to prevent flooding on their lands (Graaf van Holland, c. 1160, Kromme Rijn; Floris V, 1285, Hollandse IJssel), only to cause problems to others living further upstream. Large scale deforestation upstream caused the river levels to become ever more extreme while the demand for arable land led to more land being protected by dikes, giving less space to the river stream bed and so causing even higher water levels. Local dikes to protect villages were connected to create a ban dike to contain the river at all times. These developments meant that while the regular floods for the first inhabitants of the river valleys were just a nuisance, in contrast the later incidental floods when dikes burst were much more destructive.

The Nederrijn in 1995 De dijk tussen Kesteren en Opheusden tijdens extreem hoogwater van de Neder Rijn 344320s.jpg
The Nederrijn in 1995

The 17th and 18th centuries were a period of many infamous river floods resulting in much loss of life. They were often caused by ice dams blocking the river. Land reclamation works, large willow plantations and building in the winter bed of the river all worsened the problem. Next to the obvious clearing of the winter bed, overflows (overlaten) were created. These were intentionally low dikes where the excess water could be diverted downstream. The land in such a diversion channel was kept clear of buildings and obstructions. As this so-called green river could therefore essentially only be used for grazing cattle it was in later centuries seen as a wasteful use of land. Most overflows have now been removed, focusing instead on stronger dikes and more control over the distribution of water across the river branches. To achieve this canals such as the Pannerdens Kanaal and Nieuwe Merwede were dug.

A committee reported in 1977 about the weakness of the river dikes, but there was too much resistance from the local population against demolishing houses and straightening and strengthening the old meandering dikes. It took the flood threats in 1993 and again in 1995, when over 200,000 people had to be evacuated and the dikes only just held, to put plans into action. Now the risk of a river flooding has been reduced from once every 100 years to once every 1,250 years. Further works in the Room for the River project are being carried out to give the rivers more space to flood and in this way reducing the flood height.

Water control boards

The first dikes and water control structures were built and maintained by those directly benefiting from them, mostly farmers. As the structures got more extensive and complex councils were formed from people with a common interest in the control of water levels on their land and so the first water boards began to emerge. These often controlled only a small area, a single polder or dike. Later they merged or an overall organization was formed when different water boards had conflicting interests. The original water boards differed much from each other in the organisation, power, and area that they managed. [4] The differences were often regional and were dictated by differing circumstances, whether they had to defend a sea dike against a storm surge or keep the water level in a polder within bounds. [5] In the middle of the 20th century there were about 2,700 water control boards. After many mergers there are currently 21 water boards left. Water boards hold separate elections, levy taxes, and function independently from other government bodies. [6]

The dikes were maintained by the individuals who benefited from their existence, every farmer having been designated part of the dike to maintain, with a three-yearly viewing by the water board directors. The old rule "Whom the water hurts, he the water stops" (Wie het water deert, die het water keert) meant that those living at the dike had to pay and care for it. This led to haphazard maintenance and it is believed that many floods would not have happened or would not have been as severe if the dikes had been in better condition. [7] Those living further inland often refused to pay or help in the upkeep of the dikes though they were just as much affected by floods, while those living at the dike itself could go bankrupt from having to repair a breached dike. [8]

Rijkswaterstaat (Directorate General for Public Works and Water Management) was set up in 1798 under French rule to put water control in the Netherlands under a central government. Local waterboards however were too attached to their autonomy and for most of the time Rijkswaterstaat worked alongside the local waterboards. Rijkswaterstaat has been responsible for many major water control structures and was later and still is also involved in building railroads and highways.

Water boards may try new experiments like the sand engine off the coast of South Holland.

Notorious floods

A flood at Erichem, 1809 Watersnood 1809.jpg
A flood at Erichem, 1809

Over the years there have been many storm surges and floods in the Netherlands. Some deserve special mention as they particularly have changed the contours of the Netherlands.

A series of devastating storm surges, more or less starting with the First All Saints' flood (Allerheiligenvloed) in 1170 washed away a large area of peat marshes, enlarging the Wadden Sea and connecting the previously existing Lake Almere in the middle of the country to the North Sea, thereby creating the Zuiderzee. It in itself would cause much trouble until the building of the Afsluitdijk in 1933.

Several storms starting in 1219 created the Dollart from the mouth of the river Ems. By 1520 the Dollart had reached its largest area. Reiderland, containing several towns and villages, was lost. Much of this land was later reclaimed.

In 1421 the St. Elizabeth's flood caused the loss of De Grote Waard in the southwest of the country. Particularly the digging of peat near the dike for salt production and neglect because of a civil war caused dikes to fail, which created the Biesbosch, now a valued nature reserve.

The more recent floodings of 1916 and 1953 gave rise to building the Afsluitdijk and Deltaworks respectively.

Flooding as military defense

The Defence Line of Amsterdam used flooding as a protective measure Stelling van Amsterdam the Netherlands.svg
The Defence Line of Amsterdam used flooding as a protective measure

The deliberate inundating of certain areas can allow a military defensive line to be created. In case of an advancing enemy army, the area was to be inundated with about 30 cm (1 ft) of water, too shallow for boats but deep enough to make advance on foot difficult by hiding underwater obstacles such as canals, ditches, and purpose-built traps. Dikes crossing the flooded area and other strategic points were to be protected by fortifications. The system proved successful on the Hollandic Water Line in rampjaar 1672 during the Third Anglo-Dutch War but was overcome in 1795 because of heavy frost. It was also used with the Stelling van Amsterdam, the Grebbe line and the IJssel Line. The advent of heavier artillery and especially airplanes have made that strategy largely obsolete.

Modern developments

Technological development in the 20th century meant that larger projects could be undertaken to further improve the safety against flooding and to reclaim large areas of land. The most important are the Zuiderzee Works and the Delta Works. By the end of the 20th century all sea inlets have been closed off from the sea by dams and barriers. Only the Westerschelde needs to remain open for shipping access to the port of Antwerp. Plans to reclaim parts of the Wadden Sea and the Markermeer were eventually called off because of the ecological and recreational values of these waters.

Zuiderzee Works

The Zuiderzee Works turned the Zuiderzee into a fresh water lake IJsselmeer, and created 1650 km2 of land. Zuiderzeeworks.png
The Zuiderzee Works turned the Zuiderzee into a fresh water lake IJsselmeer, and created 1650 km² of land.

The Zuiderzee Works (Zuiderzeewerken) are a system of dams, land reclamation, and water drainage works. The basis of the project was the damming off of the Zuiderzee, a large shallow inlet of the North Sea. This dam, called the Afsluitdijk, was built in 1932–33, separating the Zuiderzee from the North Sea. As result, the Zuider sea became the IJsselmeer—IJssel lake.

Following the damming, large areas of land were reclaimed in the newly freshwater lake body by means of polders. The works were performed in several steps from 1920 to 1975. Engineer Cornelis Lely played a major part in its design and as statesman in the authorization of its construction.

Delta Works

Oosterscheldekering at work during a storm. Oosterscheldedam storm Rens Jacobs.jpg
Oosterscheldekering at work during a storm.

A study done by Rijkswaterstaat in 1937 showed that the sea defenses in the southwest river delta were inadequate to withstand a major storm surge. The proposed solution was to dam all the river mouths and sea inlets thereby shortening the coast. However, because of the scale of this project and the intervention of the Second World War its construction was delayed and the first works were only completed in 1950. The North Sea flood of 1953 gave a major impulse to speed up the project. In the following years a number of dams were built to close off the estuary mouths. In 1976, under pressures from environmental groups and the fishing industry, it was decided not to close off the Oosterschelde estuary by a solid dam but instead to build the Oosterscheldekering, a storm surge barrier which is only closed during storms. It is the most well-known (and most expensive) dam of the project. A second major hurdle for the works was in the Rijnmond area. A storm surge through the Nieuwe Waterweg would threaten about 1.5 million people around Rotterdam. However, closing off this river mouth would be very detrimental for the Dutch economy, as the Port of Rotterdam—one of the biggest sea ports in the world—uses this river mouth. Eventually, the Maeslantkering was built in 1997, keeping economical factors in mind: the Maeslantkering is a set of two swinging doors that can shut off the river mouth when necessary, but which are usually open. The Maeslantkering is forecast to close about once per decade. Up until January 2012, it has closed only once, in 2007.

Current situation and future

The current sea defenses are stronger than ever, but experts warn that complacency would be a mistake. New calculation methods revealed numerous weak spots. Sea level rise could increase the mean sea level by one to two meters by the end of this century, with even more following. This, land subsidence, and increased storms make further upgrades to the flood control and water management infrastructure necessary.

The sea defenses are continuously being strengthened and raised to meet the safety norm of a flood chance of once every 10,000 years for the west, which is the economic heart and most densely populated part of the Netherlands, and once every 4,000 years for less densely populated areas. The primary flood defenses are tested against this norm every five years. In 2010 about 800 km of dikes out of a total of 3,500 km failed to meet the norm. This does not mean there is an immediate flooding risk; it is the result of the norm's becoming more strict from the results of scientific research on, for example, wave action and sea level rise. [9] [10]

Sand replenishment in front of a Dutch beach Waterway opspuiten zandsuppletie 355907s.jpg
Sand replenishment in front of a Dutch beach

The amount of coastal erosion is compared against the so-called "reference coastline" (Dutch: basiskustlijn), the average coastline in 1990. Sand replenishment is used where beaches have retreated too far. About 12 million m3 of sand are deposited yearly on the beaches and below the waterline in front of the coast. [11]

The Stormvloedwaarschuwingsdienst (SVSD; Storm Surge Warning Service) makes a water level forecast in case of a storm surge and warns the responsible parties in the affected coastal districts. These can then take appropriate measures depending on the expected water levels, such as evacuating areas outside the dikes, closing barriers and in extreme cases patrolling the dikes during the storm. [12]

The Second Delta Committee, or Veerman Committee, officially Staatscommissie voor Duurzame Kustontwikkeling (State Committee for Durable Coast Development) gave its advice in 2008. It expects a sea level rise of 65 to 130 cm by the year 2100. Among its suggestions are:

These measures would cost approximately 1 billion euros/year. [13]

Room for the River

Global warming in the 21st century might result in a rise in sea level which could overwhelm the measures the Netherlands has taken to control floods. The Room for the River project allows for periodic flooding of indefensible lands. In such regions residents have been removed to higher ground, some of which has been raised above anticipated flood levels. [14]

Related Research Articles

<span class="mw-page-title-main">Polder</span> Reclaimed land

A polder is a low-lying tract of land that forms an artificial hydrological entity, enclosed by embankments known as dikes. The three types of polder are:

  1. Land reclaimed from a body of water, such as a lake or the seabed
  2. Flood plains separated from the sea or river by a dike
  3. Marshes separated from the surrounding water by a dike and subsequently drained; these are also known as koogs, especially in Germany
<span class="mw-page-title-main">IJsselmeer</span> Lake in the Netherlands

The IJsselmeer, also known as Lake IJssel in English, is a closed-off inland bay in the central Netherlands bordering the provinces of Flevoland, North Holland and Friesland. It covers an area of 1,100 km2 (420 sq mi) with an average depth of 4.5 m (15 ft). The river IJssel flows into the IJsselmeer.

<span class="mw-page-title-main">Zuiderzee</span> Former inland sea in the Netherlands, now the IJsselmeer

The Zuiderzee or Zuider Zee was a shallow bay of the North Sea in the northwest of the Netherlands, extending about 100 km inland and at most 50 km wide, with an overall depth of about 4 to 5 metres (13–16 feet) and a coastline of about 300 km. It covered 5,000 km2 (1,900 sq mi). Its name is Dutch for "southern sea", indicating that the name originates in Friesland, to the north of the Zuiderzee.

<span class="mw-page-title-main">Zuiderzee Works</span> Land reclamation in the Netherlands

The Zuiderzee Works is a system of dams and dikes, land reclamation and water drainage work, which was the largest hydraulic engineering project undertaken by the Netherlands during the twentieth century. The project involved the damming of the Zuiderzee, a large, shallow inlet of the North Sea, and the reclamation of land in the newly enclosed water using polders. Its main purposes are to improve flood protection and create additional land for agriculture.

The Delta Works is a series of construction projects in the southwest of the Netherlands to protect a large area of land around the Rhine–Meuse–Scheldt delta from the sea. Constructed between 1954 and 1997, the works consist of dams, sluices, locks, dykes, levees, and storm surge barriers located in the provinces of South Holland and Zeeland.

<span class="mw-page-title-main">Wieringermeer</span> Former municipality in North Holland, Netherlands

Wieringermeer is a former municipality and a polder in the Netherlands, in the province of North Holland. Since 2012 Wieringermeer has been a part of the new municipality of Hollands Kroon.

<span class="mw-page-title-main">Afsluitdijk</span> Dam

The Afsluitdijk 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.

<span class="mw-page-title-main">North Sea flood of 1953</span> Late January-early February 1953 North sea flood storm

The 1953 North Sea flood was a major flood caused by a heavy storm surge that struck the Netherlands, north-west Belgium, England and Scotland. Most sea defences facing the surge were overwhelmed, resulting in extensive flooding.

<span class="mw-page-title-main">Levee breach</span> Situation where a levee containing water is breached

A levee breach or levee failure is a situation where a levee fails or is intentionally breached, causing the previously contained water to flood the land behind the levee.

<span class="mw-page-title-main">Water board (Netherlands)</span> Water management authorities in the Netherlands

In the Netherlands, a water board, water council or water authority is a regional governing body solely charged with the management of surface water in the environment. Water boards are independent of administrative governing bodies like provinces and municipalities. In general, they are responsible for managing rivers and canals, issues with the flow of watercourses and drainage issues, water collection, flood and erosion prevention and provision of potable water. They manage polder systems, water levels, water barriers and locks, enforcements, water quality and sewage treatment in their respective regions. The concept of a coordinating "High Water Authority" (Hoogheemraadschap) originated in what now is the province of South Holland in the 12th century.

<span class="mw-page-title-main">Markermeer</span> Lake in the central Netherlands

The Markermeer is a 700 km2 (270 sq mi) lake in the central Netherlands in between North Holland, Flevoland, and its smaller and larger neighbors, the IJmeer and IJsselmeer. A shallow lake at 3 to 5 m in depth, matching the reclaimed land to its west, north-west and east it is named after the small former island, now peninsula, of Marken on its west shore.

<span class="mw-page-title-main">Johan van Veen</span> Dutch engineer (1893–1959)

Johan van Veen was a Dutch hydraulic engineer. He is considered the father of the Delta Works.

<span class="mw-page-title-main">Markiezaatskade</span> Dam in the Netherlands

The Markiezaatskade is a compartmentalisation dam in The Netherlands, situated between South Beveland and Molenplaat, near Bergen op Zoom. The dam was constructed as part of the Delta Works, and has a length of 4 kilometres.

<span class="mw-page-title-main">Land reclamation in the Netherlands</span>

Land reclamation in the Netherlands has a long history. As early as in the 14th century, the first reclaimed land had been settled. Much of the modern land reclamation has been done as a part of the Zuiderzee Works since 1919.

<span class="mw-page-title-main">Sedimentation enhancing strategy</span>

Sedimentation enhancing strategies are environmental management projects aiming to restore and facilitate land-building processes in deltas. Sediment availability and deposition are important because deltas naturally subside and therefore need sediment accumulation to maintain their elevation, particularly considering increasing rates of sea-level rise. Sedimentation enhancing strategies aim to increase sedimentation on the delta plain primarily by restoring the exchange of water and sediments between rivers and low-lying delta plains. Sedimentation enhancing strategies can be applied to encourage land elevation gain to offset sea-level rise. Interest in sedimentation enhancing strategies has recently increased due to their ability to raise land elevation, which is important for the long-term sustainability of deltas.

<span class="mw-page-title-main">Volkerakdam</span> Hydraulic engineering structures in the Netherlands

The Volkerakdam or Volkerakwerken is the name given to a group of hydraulic engineering structures located between Goeree-Overflakkee and North Brabant in The Netherlands. The works are not a single dam, but are composed of three distinct structures: a dam between Goeree-Overflakkee and Hellegatsplein, a series of locks from Hellegatsplein to North Brabant, and a bridge from Hellegatsplein to Hoekse Waard. The works cross three separate bodies of water: the Haringvliet, Hollands Diep and Volkerak. The works together comprise the fifth project of the Delta Works.

<span class="mw-page-title-main">Grevelingendam</span> Hydraulic engineering structures in the Netherlands

The Grevelingendam is a dam located in the Grevelingen sea inlet between Schouwen-Duiveland and Goeree-Overflakkee in The Netherlands. The Grevelingendam was the fourth structure constructed as part of the Delta Works.

<span class="mw-page-title-main">Stormvloedkering Hollandse IJssel</span> Hydraulic engineering structure in the Netherlands

The Stormvloedkering Hollandse IJssel, Hollandse IJsselkering or Algerakering is a storm surge barrier located on the Hollandse IJssel, at the municipal boundary of Capelle aan den IJssel and Krimpen aan den IJssel, east of Rotterdam in The Netherlands. The construction of the works comprised the first project of the Delta Works, undertaken in response to the disastrous effects of the North Sea flood of 1953. Prior to 1954, the spelling Hollandsche was used in the official name.

<span class="mw-page-title-main">Zandkreekdam</span> Hydraulic engineering structures in the Netherlands

The Zandkreekdam is a compartmentalisation dam located approximately 3 kilometres north of the city of Goes in The Netherlands, which connects Zuid-Beveland with Noord-Beveland, and separates the Oosterschelde from the Veerse Meer.

<span class="mw-page-title-main">Pieter Philippus Jansen</span> Dutch civil engineer

Pieter Philippus Jansen was a Dutch civil engineer and hydraulic engineer who made significant contributions to hydraulic engineering in The Netherlands. He spent the majority of his career with Rijkswaterstaat, working on several major projects including the first phase of the Delta Works and leading the reclamation and repair efforts following the inundation of Walcheren.

References

  1. "The Edges of the Earth (3) – Livius". www.livius.org. Retrieved 2018-06-28.
  2. Tockner, Klement; Stanford, Jack A. (2002). "Riverine flood plains: present state and future trends". Environmental Conservation. 29 (3): 308–330. doi:10.1017/S037689290200022X. ISSN   1469-4387. S2CID   18937837.
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