For upstream migration, Hydrostadium designs fishways that enable migratory fish to overcome obstacles by attracting them downstream of the facility and encouraging them to move upstream.
Three factors determine the functionality of a fishway:
Attractiveness : the fishway entrance must be easily located by the fish,
Hydrodynamic conditions : the upstream migration facility must be adapted to the swimming capabilities and behaviour of the target species (velocity, drop height, flow power),
Fishway maintenance : the fishway must remain functional throughout the migration period.
Numerous parameters must be considered when designing an upstream migration. There are therefore several types of fishways, depending on the height of the obstacle, the space available and the target species.
Pool-type fishways
The pool-type fishway is the most commonly used type. The principle consists of dividing the total head difference into a series of small drops (generally 15 to 30 cm), creating a “staircase” compatible with the swimming capacity of fish and enabling upstream migration.
It consists of a series of pools extending from the toe of the obstacle to the upstream side. The partitions separating the pools are fitted with weirs, orifices or vertical slots through which the water flows and which control the water level in each pool. The pools dissipate the energy of the drops while providing resting areas for the fish.
Pre-barrages
Pre-barrages consist of several walls or weirs creating, downstream of the obstacle, large pools that divide the height of the drop to be negotiated. On small watercourses, they can be installed across the entire width of the passage.
The advantage of pre-barrages lies in their attractiveness, since a large proportion of the river’s flow can pass through them. This attractiveness sometimes comes at the expense of fish comfort, as the drops are generally higher than in successive pool fish passes (generally 0.3 to 0.5 m), in order to limit the number of pre-barrages required.
Baffle fishways
In these fishways, baffles are arranged on the bottom of a straight channel with a relatively steep slope and a rectangular cross-section, in order to reduce the average water velocity during upstream migration.
Due to the highly turbulent flow, these fishways are intended for large fish species. They can also be designed for mixed use, allowing canoes or kayaks to pass through.
Natural fish passes
Natural fish passes recreate a more or less wide channel in which energy is dissipated and velocities reduced through the roughness of the bed and banks, or by a succession of more or less widely spaced rock armour, recreating a natural watercourse.
Two main types of natural devices are distinguished:
Bypass rivers : low-gradient channels positioned along the bank, meandering and recalling the course of a natural river. Suitable for sites with sufficient available space,
Ramps or weirs : generally installed on part of the obstacle or against a bank, with a straight alignment for ramps, or spanning the full width for weirs. The roughness elements can be arranged in three ways: large rocks distributed at regular intervals, rocks arranged in rows to create pseudo-pools, or adjacent rocks forming a continuous passage.
Fish lifts
Unlike other devices, fish lifts enable the mechanical passage of fish. They are used at obstacles where available space is limited and/or the head drop is significant (> 8–10 m).
Eel-specific fish passes
Eels do not have the same swimming and passage capabilities as other species. For adult eels, it is sometimes possible to adapt multi-species fish passes, but for young individuals (glass eels and elvers), specific structures based on their crawling ability are preferred.
These specialised devices take the form of wet ramps fitted with various crawling supports:
Brush type : mats covered with bundles of bristles,
Stud type : slabs with more or less truncated-conical studs.
Discover our Projects
Access the details of a project by selecting a point on the map.
2024 - 2025
Restoration of fish passage on the Durance at Avignon
Caumont-sur-Durance
Fish passage between the Bonpas dam on the Durance and its confluence with the Rhône is constrained by a number of infrastructures, notably weirs 67 and 68.
The aim of the project is to improve...
2021-2022
Upgrading of a fish pass and canoe pass in Ain (01)
Neuville-sur-Ain
Demolition of the existing structures (fish pass and canoe pass) and earthworks. Construction of the new fish pass using sheet piles, as well as the new canoe pass with retarders.
Main technical...
2016
Diekirch Whitewater Course
Diekirch
The Diekirch whitewater course is a bypass river supplied by diverting the natural flows of the Sûre. It enables the restoration of free fish passage between downstream and upstream of the...
2015-2016
Mixed fish/canoe fish passage at Maripasoula in French Guiana (973)
Maripasoela
To address the constraints associated with the passage of canoes and fish, the mixed passage comprises a completely straight mixed branch, with two crossing pools for canoes, and a branch dedicated...
2010 - 2020
Fish passes for the Aisne Meuse Public-Private Partnership (PPP)
France
Design of the fish passage structures as part of the project to modernise the Aisne and Meuse waterways, aimed at replacing 29 needle dams with water-inflated dams.
Main technical features
29...
2015 - 2016
Eel pass at Puyoo dam (64)
Puyoo
Creation of a regular concrete ramp equipped with studded slabs, with a double slope (25% lateral and longitudinal) and supplied by gravity flow.
Main technical features
Macro-roughness elements...
2011 / 2012
Fish lift
Grosbois
Installation of a fish lift with a gross height of 11 m and an attraction flow rate of 750 l/s, enabling fish passage at the dam.
Main technical features
10 m-high, 5-ton upstream...
2011 / 2012
Combined canoe and fish pass at the Axat gauging weir (11)
Axat
Construction of a combined baffle pass enabling canoes and fish to pass over the weir on a constant slope of 15 %.
Main technical features
Active bottom made of thermoformed...
2010
Fish passage river at the Châtel-Chehery power plant (08)
Châtel-Chéhéry
Creation of a 200 m bypass river divided into 20 pools, each 6 m long (average slope of 2.7 %), with a gross head of 5.70 m.
Main technical features
Earthworks for the...
2011 / 2012
Fish passage at the Jons dam (69)
Lyon
Creation of a 330 metre bypass river with a flow rate of 1.5 to 2.5 m3/s and a passage height of 4 to 6.5 m (2 % slope).
Main technical components
Gated water intake; fish...