Difference between revisions of "Downstream fish migration"
Jump to navigation
Jump to search
Bendikhansen (talk | contribs) |
Bendikhansen (talk | contribs) |
||
| (46 intermediate revisions by 2 users not shown) | |||
| Line 2: | Line 2: | ||
[[File:downstream_migration_mesh_rack.png|thumb|500px|Figure 1: Horizontally inclined mesh rack and guidance of fish through slots in the rack (arrow A) to a tube back to the river to the right (arrow B) in the intake canal of Las Rives HPP in Ariege River, France]] | [[File:downstream_migration_mesh_rack.png|thumb|500px|Figure 1: Horizontally inclined mesh rack and guidance of fish through slots in the rack (arrow A) to a tube back to the river to the right (arrow B) in the intake canal of Las Rives HPP in Ariege River, France]] | ||
| − | While research and implementation of upstream migration solutions is extensive, and indeed often successful (Scruton et al., 2008), downstream migration of fish remains a major challenge in many river systems. The focus on downstream migration is a result of the increased awareness and knowledge that entrainment in hydroelectric turbines often involves high fish mortality (Larinier and Travade 2002, Fjeldstad et al. 2012, Calles et al. 2013). Safe downstream migration past hydropower structures and intakes is complicated because the fish tend to follow the bulk water flow, which often enters | + | While research and implementation of upstream migration solutions is extensive, and indeed often successful (Scruton et al., 2008), downstream migration of fish remains a major challenge in many river systems. The focus on downstream migration is a result of the increased awareness and knowledge that entrainment in hydroelectric turbines often involves high fish mortality (Larinier and Travade 2002, Fjeldstad et al. 2012, Calles et al. 2013). Safe downstream migration past hydropower structures and intakes is complicated because the fish tend to follow the bulk water flow, which often enters diversion tunnels and turbine intakes. At the same time, downstream migration is crucial for fish to access different habitats for feeding, shelter, spawning and for many fish species, to complete all stages of their life cycle. Hence, effective downstream migration passages should be provided, in particular, if fish can pass a hydropower barrier in upstream direction. The risk of fish injury and mortality from turbine blade strike is particularly harmful for adult fish since the likelihood for blade strike increases with fish length. |
Fish migration delay at power plant reservoirs and forebays is challenging because a rapid and synchronized migration is often essential for the fish to complete the most favourable migration. Such delay can cause increased predation, energy loss and, at worst, fish choose not to migrate, which in turn gives ecological effects. | Fish migration delay at power plant reservoirs and forebays is challenging because a rapid and synchronized migration is often essential for the fish to complete the most favourable migration. Such delay can cause increased predation, energy loss and, at worst, fish choose not to migrate, which in turn gives ecological effects. | ||
| − | The challenge of safe downstream fish migration is global. Although traditional | + | The challenge of safe downstream fish migration is global. Although traditional intake racks or screens themselves are not effective as complete fish barriers, downstream migration past the barrier can be significantly increased if a fish-adapted bypass is designed. Other solutions have also been shown to increase downstream fish survival past hydropower plants, such as guiding screens, louvres, wire screens and partial depth fine screen. Several international studies show that physical structures, such as fine-mesh racks with alternative escape routes and bypass arrangements provide very good results for downstream migration, for instance for brown trout and salmon, and has in recent years shown good results also for silver eels. |
=Downstream fish migration measures= | =Downstream fish migration measures= | ||
| − | + | The various measures to mitigate issues concerning downstream fish migration are listed below. | |
| − | |||
| − | |||
<font size=3 line-height=10><gallery widths=200px heights=200px> | <font size=3 line-height=10><gallery widths=200px heights=200px> | ||
Weir_removal_mandal_square_small.png|[[Migration barrier removal]] | Weir_removal_mandal_square_small.png|[[Migration barrier removal]] | ||
| − | + | foster_dam_spillway_ladder_square.jpg|[[Operational measures (turbine operations, spillway passage)]] | |
| − | + | air_bubble_curtain_square.png|[[Sensory, behavioural barriers (electricity, light, sound, air-water curtains)]] | |
| − | + | Alden trubine.png|[[Fish-friendly turbines]] | |
| − | + | Skimming walls bellows.png|[[Skimming walls (fixed or floating)]] | |
| − | + | fish_bypass_alpha_rack.png|[[Bypass combined with other solutions]] | |
| − | + | Schiffmühle HPP narrow.jpg|[[Fish guidance structures with narrow bar spacing]] | |
| + | Curved_bar_rack_3d.png|[[Fish guidance structures with wide bar spacing]] | ||
| + | coanda_screen_byro_square.png|[[Bottom-type intakes (Coanda screen, Lepine water intake, etc)]] | ||
| + | rotary_screen_square.png|[[Other types of fine screens]] | ||
| + | </gallery></font> | ||
| + | |||
| + | <!-- | ||
| + | '''To be merged with new articles:''' | ||
| + | <font size=3 line-height=10><gallery widths=200px heights=200px> | ||
fish_bypass_alpha_rack.png|[[Fish bypass and fine mesh trash racks in front of intakes]] | fish_bypass_alpha_rack.png|[[Fish bypass and fine mesh trash racks in front of intakes]] | ||
coanda_screen_byro_square.png|[[Coanda screens]] | coanda_screen_byro_square.png|[[Coanda screens]] | ||
| Line 28: | Line 34: | ||
in.jpg|[[Other measures to improve downstream fish migration]] | in.jpg|[[Other measures to improve downstream fish migration]] | ||
</gallery></font> | </gallery></font> | ||
| + | --> | ||
| − | + | =Relevant literature= | |
| − | [[Category: Types of problems]] | + | *Scruton, D. A., Pennell, C. J., Bourgeois, C. E., Goosney, R. F., King, L., Boot, T. R., Eddy, W., Porter, T., Ollerhead, R. and Clarke, K. 2008. Hydroelectricity and fish: a synopsis of comprehensive studies of upstream and downstream passage of anadromous wild Atlantic salmon, Salmo salar, on the Exploits River, Canada. Hydrobiologia609, 225–239. |
| + | *Larinier, M. and Travade, F. 2002. Downstream migration: problems and facilities. Bulletin Francais De La Peche Et De La Pisciculture 364: 181-207 | ||
| + | *Fjeldstad H-P. 2012. Atlantic Salmon Migration Past Barriers. Thesis for the degree of Philosophiae Doctor. Trondheim, May 2012. Norwegian University of Science and Technology. Faculty of Engineering Science and Technology. Department of Hydraulic and Environmental Engineering. | ||
| + | *Calles O, Degermann, E., Wickstrøm E, Christiansson J, Wickstrøm H. and Næslund I. 2013. Anordningar för upp- och nedströmspassage av fisk vid vattenanläggningar. Havs- og Vattenmyndigheter. Report number 2013:14 | ||
| + | [[Category: Types of problems]][[category:Needs improvement]] | ||
Latest revision as of 12:33, 26 October 2020
Introduction
While research and implementation of upstream migration solutions is extensive, and indeed often successful (Scruton et al., 2008), downstream migration of fish remains a major challenge in many river systems. The focus on downstream migration is a result of the increased awareness and knowledge that entrainment in hydroelectric turbines often involves high fish mortality (Larinier and Travade 2002, Fjeldstad et al. 2012, Calles et al. 2013). Safe downstream migration past hydropower structures and intakes is complicated because the fish tend to follow the bulk water flow, which often enters diversion tunnels and turbine intakes. At the same time, downstream migration is crucial for fish to access different habitats for feeding, shelter, spawning and for many fish species, to complete all stages of their life cycle. Hence, effective downstream migration passages should be provided, in particular, if fish can pass a hydropower barrier in upstream direction. The risk of fish injury and mortality from turbine blade strike is particularly harmful for adult fish since the likelihood for blade strike increases with fish length.
Fish migration delay at power plant reservoirs and forebays is challenging because a rapid and synchronized migration is often essential for the fish to complete the most favourable migration. Such delay can cause increased predation, energy loss and, at worst, fish choose not to migrate, which in turn gives ecological effects.
The challenge of safe downstream fish migration is global. Although traditional intake racks or screens themselves are not effective as complete fish barriers, downstream migration past the barrier can be significantly increased if a fish-adapted bypass is designed. Other solutions have also been shown to increase downstream fish survival past hydropower plants, such as guiding screens, louvres, wire screens and partial depth fine screen. Several international studies show that physical structures, such as fine-mesh racks with alternative escape routes and bypass arrangements provide very good results for downstream migration, for instance for brown trout and salmon, and has in recent years shown good results also for silver eels.
Downstream fish migration measures
The various measures to mitigate issues concerning downstream fish migration are listed below.
Relevant literature
- Scruton, D. A., Pennell, C. J., Bourgeois, C. E., Goosney, R. F., King, L., Boot, T. R., Eddy, W., Porter, T., Ollerhead, R. and Clarke, K. 2008. Hydroelectricity and fish: a synopsis of comprehensive studies of upstream and downstream passage of anadromous wild Atlantic salmon, Salmo salar, on the Exploits River, Canada. Hydrobiologia609, 225–239.
- Larinier, M. and Travade, F. 2002. Downstream migration: problems and facilities. Bulletin Francais De La Peche Et De La Pisciculture 364: 181-207
- Fjeldstad H-P. 2012. Atlantic Salmon Migration Past Barriers. Thesis for the degree of Philosophiae Doctor. Trondheim, May 2012. Norwegian University of Science and Technology. Faculty of Engineering Science and Technology. Department of Hydraulic and Environmental Engineering.
- Calles O, Degermann, E., Wickstrøm E, Christiansson J, Wickstrøm H. and Næslund I. 2013. Anordningar för upp- och nedströmspassage av fisk vid vattenanläggningar. Havs- og Vattenmyndigheter. Report number 2013:14
