Hydroelectric power plant in Włocławek


The hydroelectric power plant in Włocławek - the largest continuous-flow power plant in Poland. As a result of the construction of the power plant, a dam lake was created on the Vistula. Initially it was supposed to be an element of the cascade of the lower Vistula, but the other dams were never built.

History

The barrage was built in the years 1962-1970. At the beginning, the Włocławek power plant was managed by the Northern District Power Plant Complex in Straszyn. In 1973 the Włocławek Hydroelectric Power Plant District was established. It was dissolved in 1976 and its management transferred directly to the Toruń Power Plant. On 1 March 1998, a private limited company called “Hydroelectric Power Plant in Włocławek” was established, which formally existed until 12 March 2013. After years of numerous transformations of Energa Group companies, the company responsible for the Włocławek power plant is now Energa Wytwarzanie SA.

Technical specifications

River: Vistula
Location: 674,850 km
Year of construction: 1970
Piling: 57.30 m above sea level.
Slope: 8.80 m
Number of hydrosets: 6
Turbine type: Kaplan turbine
Installed power: 160.2 MW
Installed gulp: 2190 m³/sec
Average production: 739 GWh/a

Technical difficulties

After the construction of the water barrage and the entire power plant in 1970, the dam was planned to operate for 10-15 years. During this time, in the lower part of the Vistula River, another dams were to be built. Due to economic problems there were no funds to build the remaining power plants. The dam, despite its deteriorating technical condition, still continues to operate.
It was only in the early 1990s that attention was drawn to the problem of the dam. First reports issued at that time said that the structure could tip over, causing a serious disaster. In order to prevent the dam from collapsing, it was planned to build a hydroelectric power plant in Nieszawa, which would relieve the burden of the outdated structure. In 2012, the proposal for this location was withdrawn, and it was finally decided that an additional dam would be built in Siarzewo, on the 708th kilometer of the Vistula river.
In 2015, after 3 years of work, at a cost of over 115 million PLN, the reconstruction and renovation of the Włocławek dam was completed. However, this has not solved the problem of the erosion of the riverbed further down the Vistula - the construction of an additional barrage in Siarzewo has not yet started, and it is now assumed that work may start in 2020, if all the necessary administrative decisions can be obtained earlier.

Environmental impact of the power plant

The reservoir was built on the area of the former natural river system, which can still be found on the Vistula between Wyszogród and Płock. Flooding of this part of the river caused the loss of many valuable habitats of plants and animals residing in this type of environment.
One of the many effects of the construction was the fact that it made almost impossible for anadromous fish to wander up the Vistula river basin. During the last reconstruction of the dam the fish pass was rebuilt. According to the person responsible for its functioning, the fish pass works much better than the old structure, and the computer system scans, monitors, and registers all flowing fish, collecting data on their quantity and species. In addition to the negative effects of the construction of the power plant, positive environmental changes should also be noted in the areas surrounding the dam. Water damming has improved the water supply in areas with low precipitation. It is commonly assumed that the energy coming from the dam is clean in the sense of no emission of poisonous or greenhouse gases.
However, according to some activists fighting for environmental protection, the dam is far from being ecological. Some also argue that in terms of greenhouse gas emissions, the existence of the hydroelectric power plant in Włocławek has a significant impact on the environment - due to the significant amount of organic matter in the reservoir, it emits about 400 mg/m² of methane per day.

Rebuilding of the fish pass

In 1970, a year after the completion of the dam, a fish pass with a flow of 0.935 m³/s was launched, consisting of 33 chambers. The research carried out in the years 1971-1974 showed that fish can overcome the barrage, but the number of sea trout using the fish pass is disproportionately small in relation to the size of the stock. Over time, the conditions of the fish pass worsened. During the first two years from its launch, deep erosion of the channel caused the bed to drop by 2.5 m. The situation was to be improved by a stone threshold, which was built at the entrance to the fish pass to stop the erosion. However, on the basis of research carried out in the years 1998-2004, it turned out that this solution worsened the location of the entrance to the pass. As a result, only 3.5% of the fish entering the pass could swim through the whole structure.
In 2014, the pass was rebuilt and, according to reports, the migration of sea trout and vimba improved. The new fish pass consists of 60 chambers, a flow rate of 0.59 m³/s and a slope between chambers equal to 0.22 m.

Fish surveillance

Monitoring devices were installed to monitor fish migration. One of them is the Riverwatcher fish counter installed in the 49th chamber, made of two plates arranged parallel to each other. They emit or receive infrared light beams. The fish passing between the plates crosses the light beams, hence its shape is known. The meter is also equipped with a camera. The second monitoring device is a fish trap installed in chamber 60. The fish pass is additionally equipped with a pipeline attracting fish to the trap.
Essentials for the proper functioning of the fish pass: