Difference between revisions of "Fish-friendly turbines"
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| − | [[ | + | [[file:icon_downstream.png|right|150px|link=[[Downstream fish migration]]]] |
| + | =Introduction= | ||
| + | [[file:MGR_vertical.png|thumb|250px|Figure 1: Minimum gap runner.]] | ||
| + | [[file:Alden_trubine.png|thumb|250px|Figure 2: Alden turbine.]] | ||
| + | [[file:pentair_turbine.png|thumb|250px|Figure 3: Pentair Fairbanks Nijhuis/FishFlow Innovations turbine.]] | ||
| + | [[file:vlh_turbine.png|thumb|250px|Figure 3: Very low head (VLH) turbine.]] | ||
| − | |||
The passage of downstream migrant fish into turbines of hydropower plants can cause mortalities. One possibility to reduce/avoid mortality is to install fish-friendly turbines. Fish-friendly turbines are optimized in geometry and operation so as to avoid damage to fish as much as possible. Differences from ordinary turbines are low rotational speed, large diameter and small spaces between turbine blades and turbine housing (Ebel 2013). Because of higher investment costs, fish-friendly turbines are relatively rarely built. However, there are examples of conventional turbines with reduced spacing between minimum gap runner and different designs (Alden 2008, Meijnen and Grünig 2013, Fisher et al. 2000). | The passage of downstream migrant fish into turbines of hydropower plants can cause mortalities. One possibility to reduce/avoid mortality is to install fish-friendly turbines. Fish-friendly turbines are optimized in geometry and operation so as to avoid damage to fish as much as possible. Differences from ordinary turbines are low rotational speed, large diameter and small spaces between turbine blades and turbine housing (Ebel 2013). Because of higher investment costs, fish-friendly turbines are relatively rarely built. However, there are examples of conventional turbines with reduced spacing between minimum gap runner and different designs (Alden 2008, Meijnen and Grünig 2013, Fisher et al. 2000). | ||
| Line 7: | Line 11: | ||
===Minimum gap runner=== | ===Minimum gap runner=== | ||
| − | Developments of Minimum Gap Runner (MGR; Kaplan) were performed and are still underway to modify the design of large Kaplan turbines (several hundreds of | + | Developments of Minimum Gap Runner (MGR; Kaplan) were performed and are still underway to modify the design of large Kaplan turbines (several hundreds of m<sup>3</sup>/s and heads between 10 and 25 m), essentially on the Columbia and Snake River dams (west coast of USA). For example: installation of advanced turbines Minimum Gap Runner (MGR) at Bonneville Dam (replacement of the 10 units from 1998 to 2010), and at Wanapum Dam ( (NAI, 2000); (Dauble, et al., 2007); (USACE, 2013)), projects of turbine replacement at Ice Harbor Dam (Ahmann, et al., 2015) and at Priest Rapid Dam. The runner blades are designed in such way that there is only a minimal gap between the blade edges and the hub or outer periphery/ This can be achieved if the blades of the minimum gap runners are exactly matched to the spherical hub and outer periphery. The advantages of MGRs over the conventional Kaplan turbines are (1) the enhancement of overall turbine efficiency and (2) increased fish survival rate from 88% to 95% due to decreased rapid and extreme pressure changes, shear stress, turbulence and blade strike (Albayrak, et al., 2014). |
===Alden Turbine=== | ===Alden Turbine=== | ||
| − | The Alden turbine was developed for higher heads (10-40 m) and discharge ranging from 25 | + | The Alden turbine was developed for higher heads (10-40 m) and discharge ranging from 25 m<sup>3</sup>/s to several hundreds of m<sup>3</sup>/s (Allen, et al., 2015). Promising results were obtained on a down-scaled model (1:3.25; discharge of 1.4-2.7 m<sup>3</sup>/s and head of 10.7-25.9 m): survival rates between 80% and 97% for rainbow trout, smallmouth bass, alewife and coho salmon depending on the head-discharge configuration and length of fish (from 35 to 175 mm) and greater than 97-98% for eels (249 and 431 mm) and white sturgeon (102 mm) were achieved. Therefore, survivals for prototype turbines are predicted to be about 96-98% or higher (Cook, et al., 2003). A first prototype site for demonstration purposes is still looked for (Dixon, 2015). |
===Low pressure turbine=== | ===Low pressure turbine=== | ||
| − | A low pressure turbine has been developed by Pentair Fairbanks Nijhuis and FishFlow Innovations. The geometry of the runner blades is designed to create optimal flow conditions for the fish. By using a small number of blades and also a helical shape; the probability of collision with the fish is reduced. First test on a down-scaled model (1:5; discharge of 3 | + | A low pressure turbine has been developed by Pentair Fairbanks Nijhuis and FishFlow Innovations. The geometry of the runner blades is designed to create optimal flow conditions for the fish. By using a small number of blades and also a helical shape; the probability of collision with the fish is reduced. First test on a down-scaled model (1:5; discharge of 3 m<sup>3</sup>/s and head of 2 m), alongside pumping station Leeghwater at Buitenkaag, the Netherlands, show no mortality on small eels (mean length around 420mm; (Winter, et al., 2012)). However, part of the eels showed minor injuries. Another test, still on down-scaled model (1:16; discharge of 0.7-0.8 m<sup>3</sup>/s and head of 0.51-0.82 m) installed near the village of Maurik at the Nederrijn, shows low mortalities on pike perch (2-6%; mean length around 170 mm) and trout (0-1%; mean length around 170 mm), and no mortality or damages on eels (mean length around 250 mm) (Vriese, 2015). These results are promising for prototype turbines which can be installed as turbine, pump and tidal station (bi-directional turbine), with low head (< 6 m) and high discharge (up to several hundreds of m<sup>3</sup>/s). |
===Very-low head turbine=== | ===Very-low head turbine=== | ||
| − | Very-Low Head (VLH) turbines are suitable for discharges from 10 to 27 | + | Very-Low Head (VLH) turbines are suitable for discharges from 10 to 27 m<sup>3</sup>/s and for very small heights (H=1.4 – 3.2 m). The turbine is principally a Kaplan turbine with fixed wicket gates. The turbine is typically installed at a vertical angle of 45° to the main flow direction. The turbine is favorable with regard to the fish-passage, due to relatively low peripheral velocities, low minimum pressure and pressure gradients and small velocity gradients through shear zones. Tests on the first prototype of VLH show still residual mortalities on smolts and eels due to pinch points between the blade's extremities and the mantle (Ecogea (2008a) (2008b)). A second generation of runners was developed and tested showing no mortality for smolts (232 mm) and eels (760 mm); there are still some mortalities on large salmonids like kelts (1-4% depending on the blade opening for fish of 482 mm) ( (Ecogea, 2011), (Ecogea, 2013)). |
===Archimedes or hydrodynamic screws=== | ===Archimedes or hydrodynamic screws=== | ||
| − | Archimedes or hydrodynamic screws are developed by several companies for discharge from hundreds of l/s to several | + | Archimedes or hydrodynamic screws are developed by several companies for discharge from hundreds of l/s to several m<sup>3</sup>/s (up to 7 m<sup>3</sup>/s to our knowledge), and heads between 1 and 10 m. Depending on the type of srex and their design, there is a risk of damage due to spaces and sharp edges (Ebel 2013). For example, at Ham Power Station in the Albert Canal (11m head) 50-70% of the fish were damaged (Johan Coeck, pers.comm.), which was attributed to both the design and the pressure altitude. Depending on the screw length, the screw-axis can bend and create significant gaps between the screw and the housing, thereby causing fish damage. Archimedes screws with rotating mantle can overcome the issue of gaps, but require higher technical efforts and respective costs. However, several tests, notably performed at Höxter on the Nethe River (Germany; (Späh, 2001)), at the Hooidonkse Mill (Netherlands; (Merkx, et al., 2007)) and on the Dart and Derwent Rivers (UK; (Fishtek, 2007), (Fishtek, 2008), (Fishtek, 2009)) showed that there is very low or no damage to various species, including smolts, kelts and eels, if some precautions are respected (Environment Agency, 2012): |
*leading edge of the screw must be within the perimeter of the trough (not protruding) and protected by compressible rubber bumpers, | *leading edge of the screw must be within the perimeter of the trough (not protruding) and protected by compressible rubber bumpers, | ||
*smooth mantle surface | *smooth mantle surface | ||
| Line 23: | Line 27: | ||
==During planning== | ==During planning== | ||
| + | Fish-friendly turbines are planned by the manufacturer, instead of conventional turbine. | ||
| + | ==During implementation== | ||
| + | The installation of fish-friendly turbine is mainly implemented for new plants. At existing plant, it’s generally difficult to replace a conventional turbine by a fish-friendly one, as it requires huge modifications of structure. | ||
| + | ==During operation== | ||
| + | Fish mortality through turbine can be monitored in situ thanks to injection of fishes in the turbines. | ||
| − | == | + | =Relevant MTDs and test cases= |
| + | {{Suitable MTDs for Fish-friendly turbines}} | ||
| + | =Classification table= | ||
| + | '''Please note:''' TRL will vary based on the turbine type. Alden Turbine and Low Pressure Turbine are at TRL 4/5, while MRG, VLH and Archimedes screw are at TRL 8/9. Additionally, the dam height the measure is suitable will depend on the turbine type. | ||
| + | {{Fish-friendly turbines}} | ||
| − | = | + | =Relevant literature= |
| − | + | *Ahmann, M., et al. 2015. An Overview of the Ice Harbor Turbine Replacement Project ( June 22, 2015). s.l. : International Conference on Engineering and Ecohydrology for Fish Passage. Paper 28, 2015. | |
| + | *Albayrak, I., Kriewitz, C.R. and Boes, R.M. 2014. Downstream passage technologies Experiences on the Columbia and Snake rivers. s.l. : VAW - ETH Zürich 261-271, 2014. | ||
| + | *Allen, G., et al. 2015. Alden Fish-Friendly Hydropower Turbine: Potential Application, Performance and Economics (June 22, 2015). s.l. : International Conference on Engineering and Ecohydrology for Fish Passage. Paper 31, 2015. | ||
| + | *Cook, TC., et al. 2003. Final report - Pilot scale test. s.l. : Alden/concepts NREC turbine. US Department of Energy. Advanced hydropower turbine systems program. Contract No. DE-AC07-99ID13733, 2003. | ||
| + | *Dauble, D., et al. 2007. Biological assessment of the advanced turbine design at Wanapum Dam, 2005. Richland, Washington : PNNL-16682. Pacific Northwest National Laboratory, 2007. | ||
| + | *Dewitte, Manon and FIThydro. 2018. D2.1 A list of solutions, models, tools and devices, their application range on a regional and overall level, the identified knowledge gaps and recommendations to fill these. 2018. | ||
| + | *Dixon, D. 2015. Alden Fish-Friendly Hydropower Turbine: History and Development Status. s.l. : International Conference on Engineering and Ecohydrology for Fish Passage. Paper 30, 2015. | ||
| + | *Ecogea. 2011. Test d'évaluation des dommages subis par des anguilles à la dévalaison lors de leur transit à travers le nouveau groupe turbogénérateur VLH à manteau de roue sphérique installé sur la Moselle à Frouard - Test d'octobre 2010 sur des anguilles jaunes et arg. s.l. : Rapport ECOGEA pour MJ2, 2011. | ||
| + | *—. 2013. Test d'évaluation des dommages subis par les espèces piscicoles en dévalaison lors de leur transit à travers le groupe turbogénérateur VLH installé sur le Tarn à La Glacière (Millau) - Principaux résultats des tests effectués en mai-juin 2013. s.l. : Rapport ECOGEA pour MJ2, 2013. | ||
| + | *—. 2008b. Test d'évaluation des dommages subis par les juvéniles de salmonidés et les anguilles argentées en dévalaison lors de leur transit à travers le groupe turbogénérateur VLH installé sur le Tarn à Millau - Test de décembre 2007 avec des anguilles argentées. s.l. : Rapport ECOGEA pour MJ2, 2008b. | ||
| + | *—. 2008a. Test d'évaluation des dommages subis par les juvéniles de salmonidés et les anguilles argentées en dévalaison lors de leur transit à travers le groupe turbogénérateur VLH installé sur le Tarn à Millau - Test de février 2008 sur des smolts de saumon atlant. s.l. : Rapport ECOGEA pour MJ2, 2008a. | ||
| + | *Environment Agency. 2012. Hydropower Good Practice Guidelines. Screening requirements. s.l. : (http://www.environment-agency.gov.uk/business/topics/water/126575.aspx), 2012. p. 16. | ||
| + | *Fishtek. 2008. Archimedes Screw Turbine Fisheries Assessment. Phase II: Eels and Kelts. s.l. : FISHTEK consulting, 18 p. + annexes, 2008. | ||
| + | *—. 2007. Fish Monitoring and Live Fish Trials.Archimedes Screw Turbine, River Dart. Phase 1 Report: Live fish trials, smolts, leading edge assessment, disorientation study, outflow monitoring. s.l. : FISHTEK consulting, 38 p. + annexes, 2007. | ||
| + | *—. 2009. Howsham Fish Monitoring. Assessment of fish passage through the Archimedes Turbine and associated by-wash. s.l. : FISHTEK consulting, 38 p. + annexes, 2009. | ||
| + | *Merkx, JCA. and Vriese, FT. 2007. Monitoring vijzel en vispassage Hooidonkse molen. s.l. : Rapport VA2006_41. Opgesteld in opdracht van: Waterschap De Dommel, 2007. | ||
| + | *NAI. 2000. Direct survival and condition of juvenile chinok salmon passed through an existing and new minimum gap runner turbines at Bonneville Dam first powerhouse, Columbia River. s.l. : Drumore, PA: Normandeau Associates, 2000. | ||
| + | *Späh, H. 2001. Expertise biologique piscicole. Convivialité vis-à-vis des poissons de la vis hydrodynamique protégée par brevet de la société RITZ-ATRO Pumpwerksbau GmbH. 2001. p. 16. | ||
| + | *USACE. 2013. Turbine optimization for passage of juvenile salmon at hydropower projects on the Columbia and Lower Snake Rivers. Phase II Main Report. s.l. : Prepared by US ARmy Corps of Engineers, Turbine Survival Program, 2013. | ||
| + | *Vriese, FT. 2015. Evaluation of Fish Injury and Mortality Associated with scale models of the Pentair Fairbanks Nijhuis Modified Bulb turbine and the Water2Energy Cross Flow turbine. s.l. : ATKB, Report version 01-09-2015, 2015. | ||
| + | *Winter, HV., Bierman, SM. and Griffioen, AB. 2012. Field test for mortality of eel after passage through the newly developed turbine of Pentair Fairbanks Nijhuis and FishFlow Innovations. s.l. : IMARES Report number C111/12., 2012. | ||
| − | + | [[category:Downstream fish migration measures]][[category:Solutions]][[Category:Needs improvement]] | |
Latest revision as of 10:03, 26 October 2020
Contents
Introduction
The passage of downstream migrant fish into turbines of hydropower plants can cause mortalities. One possibility to reduce/avoid mortality is to install fish-friendly turbines. Fish-friendly turbines are optimized in geometry and operation so as to avoid damage to fish as much as possible. Differences from ordinary turbines are low rotational speed, large diameter and small spaces between turbine blades and turbine housing (Ebel 2013). Because of higher investment costs, fish-friendly turbines are relatively rarely built. However, there are examples of conventional turbines with reduced spacing between minimum gap runner and different designs (Alden 2008, Meijnen and Grünig 2013, Fisher et al. 2000).
Several types of turbine can be used. Their qualification as fish-friendly depends on their mechanical and operational characteristics.
Minimum gap runner
Developments of Minimum Gap Runner (MGR; Kaplan) were performed and are still underway to modify the design of large Kaplan turbines (several hundreds of m3/s and heads between 10 and 25 m), essentially on the Columbia and Snake River dams (west coast of USA). For example: installation of advanced turbines Minimum Gap Runner (MGR) at Bonneville Dam (replacement of the 10 units from 1998 to 2010), and at Wanapum Dam ( (NAI, 2000); (Dauble, et al., 2007); (USACE, 2013)), projects of turbine replacement at Ice Harbor Dam (Ahmann, et al., 2015) and at Priest Rapid Dam. The runner blades are designed in such way that there is only a minimal gap between the blade edges and the hub or outer periphery/ This can be achieved if the blades of the minimum gap runners are exactly matched to the spherical hub and outer periphery. The advantages of MGRs over the conventional Kaplan turbines are (1) the enhancement of overall turbine efficiency and (2) increased fish survival rate from 88% to 95% due to decreased rapid and extreme pressure changes, shear stress, turbulence and blade strike (Albayrak, et al., 2014).
Alden Turbine
The Alden turbine was developed for higher heads (10-40 m) and discharge ranging from 25 m3/s to several hundreds of m3/s (Allen, et al., 2015). Promising results were obtained on a down-scaled model (1:3.25; discharge of 1.4-2.7 m3/s and head of 10.7-25.9 m): survival rates between 80% and 97% for rainbow trout, smallmouth bass, alewife and coho salmon depending on the head-discharge configuration and length of fish (from 35 to 175 mm) and greater than 97-98% for eels (249 and 431 mm) and white sturgeon (102 mm) were achieved. Therefore, survivals for prototype turbines are predicted to be about 96-98% or higher (Cook, et al., 2003). A first prototype site for demonstration purposes is still looked for (Dixon, 2015).
Low pressure turbine
A low pressure turbine has been developed by Pentair Fairbanks Nijhuis and FishFlow Innovations. The geometry of the runner blades is designed to create optimal flow conditions for the fish. By using a small number of blades and also a helical shape; the probability of collision with the fish is reduced. First test on a down-scaled model (1:5; discharge of 3 m3/s and head of 2 m), alongside pumping station Leeghwater at Buitenkaag, the Netherlands, show no mortality on small eels (mean length around 420mm; (Winter, et al., 2012)). However, part of the eels showed minor injuries. Another test, still on down-scaled model (1:16; discharge of 0.7-0.8 m3/s and head of 0.51-0.82 m) installed near the village of Maurik at the Nederrijn, shows low mortalities on pike perch (2-6%; mean length around 170 mm) and trout (0-1%; mean length around 170 mm), and no mortality or damages on eels (mean length around 250 mm) (Vriese, 2015). These results are promising for prototype turbines which can be installed as turbine, pump and tidal station (bi-directional turbine), with low head (< 6 m) and high discharge (up to several hundreds of m3/s).
Very-low head turbine
Very-Low Head (VLH) turbines are suitable for discharges from 10 to 27 m3/s and for very small heights (H=1.4 – 3.2 m). The turbine is principally a Kaplan turbine with fixed wicket gates. The turbine is typically installed at a vertical angle of 45° to the main flow direction. The turbine is favorable with regard to the fish-passage, due to relatively low peripheral velocities, low minimum pressure and pressure gradients and small velocity gradients through shear zones. Tests on the first prototype of VLH show still residual mortalities on smolts and eels due to pinch points between the blade's extremities and the mantle (Ecogea (2008a) (2008b)). A second generation of runners was developed and tested showing no mortality for smolts (232 mm) and eels (760 mm); there are still some mortalities on large salmonids like kelts (1-4% depending on the blade opening for fish of 482 mm) ( (Ecogea, 2011), (Ecogea, 2013)).
Archimedes or hydrodynamic screws
Archimedes or hydrodynamic screws are developed by several companies for discharge from hundreds of l/s to several m3/s (up to 7 m3/s to our knowledge), and heads between 1 and 10 m. Depending on the type of srex and their design, there is a risk of damage due to spaces and sharp edges (Ebel 2013). For example, at Ham Power Station in the Albert Canal (11m head) 50-70% of the fish were damaged (Johan Coeck, pers.comm.), which was attributed to both the design and the pressure altitude. Depending on the screw length, the screw-axis can bend and create significant gaps between the screw and the housing, thereby causing fish damage. Archimedes screws with rotating mantle can overcome the issue of gaps, but require higher technical efforts and respective costs. However, several tests, notably performed at Höxter on the Nethe River (Germany; (Späh, 2001)), at the Hooidonkse Mill (Netherlands; (Merkx, et al., 2007)) and on the Dart and Derwent Rivers (UK; (Fishtek, 2007), (Fishtek, 2008), (Fishtek, 2009)) showed that there is very low or no damage to various species, including smolts, kelts and eels, if some precautions are respected (Environment Agency, 2012):
- leading edge of the screw must be within the perimeter of the trough (not protruding) and protected by compressible rubber bumpers,
- smooth mantle surface
- reduced interstice between the screw and its trough (< 5 mm)
A further development of the hydropower screw that functions for down- and upstream migration is the Archimedes double screw. This uses a part of the energy to pump water and fish upstream in the inner screw, which has no moving parts. Monitoring of this type of hydropower screw has in part not shown damage to migrating and migrating fish in the Grigull study (2015).
Methods, tools, and devices
During planning
Fish-friendly turbines are planned by the manufacturer, instead of conventional turbine.
During implementation
The installation of fish-friendly turbine is mainly implemented for new plants. At existing plant, it’s generally difficult to replace a conventional turbine by a fish-friendly one, as it requires huge modifications of structure.
During operation
Fish mortality through turbine can be monitored in situ thanks to injection of fishes in the turbines.
Relevant MTDs and test cases
Classification table
Please note: TRL will vary based on the turbine type. Alden Turbine and Low Pressure Turbine are at TRL 4/5, while MRG, VLH and Archimedes screw are at TRL 8/9. Additionally, the dam height the measure is suitable will depend on the turbine type.
| Classification | Selection |
|---|---|
| Fish species for the measure | All |
| Does the measure require loss of power production | - |
| - | |
| - | |
| Recurrence of maintenance | Less often than yearly |
| Which life-stage of fish is measure aimed at | - |
| - | |
| - | |
| Movements of migration of fish | |
| Which physical parameter is addressed | N/A |
| - | |
| - | |
| - | |
| - | |
| - | |
| - | |
| - | |
| Hydropower type the measure is suitable for | Plant in dam |
| Plant with bypass section | |
| Dam height (m) the measure is suitable for | All |
| Section in the regulated system measure is designed for | In dam/power plant |
| - | |
| - | |
| - | |
| River type implemented | Steep gradient (up to 0.4 %) |
| Fairly steep with rocks, boulders (from 0.4 to 0.05 %) | |
| Slow flowing, lowland, sandy (less than 0.05 %) | |
| Level of certainty in effect | Very certain |
| Technology readiness level | TRL 9: actual system proven in operational environment |
| Cost of solution | See cost table |
Relevant literature
- Ahmann, M., et al. 2015. An Overview of the Ice Harbor Turbine Replacement Project ( June 22, 2015). s.l. : International Conference on Engineering and Ecohydrology for Fish Passage. Paper 28, 2015.
- Albayrak, I., Kriewitz, C.R. and Boes, R.M. 2014. Downstream passage technologies Experiences on the Columbia and Snake rivers. s.l. : VAW - ETH Zürich 261-271, 2014.
- Allen, G., et al. 2015. Alden Fish-Friendly Hydropower Turbine: Potential Application, Performance and Economics (June 22, 2015). s.l. : International Conference on Engineering and Ecohydrology for Fish Passage. Paper 31, 2015.
- Cook, TC., et al. 2003. Final report - Pilot scale test. s.l. : Alden/concepts NREC turbine. US Department of Energy. Advanced hydropower turbine systems program. Contract No. DE-AC07-99ID13733, 2003.
- Dauble, D., et al. 2007. Biological assessment of the advanced turbine design at Wanapum Dam, 2005. Richland, Washington : PNNL-16682. Pacific Northwest National Laboratory, 2007.
- Dewitte, Manon and FIThydro. 2018. D2.1 A list of solutions, models, tools and devices, their application range on a regional and overall level, the identified knowledge gaps and recommendations to fill these. 2018.
- Dixon, D. 2015. Alden Fish-Friendly Hydropower Turbine: History and Development Status. s.l. : International Conference on Engineering and Ecohydrology for Fish Passage. Paper 30, 2015.
- Ecogea. 2011. Test d'évaluation des dommages subis par des anguilles à la dévalaison lors de leur transit à travers le nouveau groupe turbogénérateur VLH à manteau de roue sphérique installé sur la Moselle à Frouard - Test d'octobre 2010 sur des anguilles jaunes et arg. s.l. : Rapport ECOGEA pour MJ2, 2011.
- —. 2013. Test d'évaluation des dommages subis par les espèces piscicoles en dévalaison lors de leur transit à travers le groupe turbogénérateur VLH installé sur le Tarn à La Glacière (Millau) - Principaux résultats des tests effectués en mai-juin 2013. s.l. : Rapport ECOGEA pour MJ2, 2013.
- —. 2008b. Test d'évaluation des dommages subis par les juvéniles de salmonidés et les anguilles argentées en dévalaison lors de leur transit à travers le groupe turbogénérateur VLH installé sur le Tarn à Millau - Test de décembre 2007 avec des anguilles argentées. s.l. : Rapport ECOGEA pour MJ2, 2008b.
- —. 2008a. Test d'évaluation des dommages subis par les juvéniles de salmonidés et les anguilles argentées en dévalaison lors de leur transit à travers le groupe turbogénérateur VLH installé sur le Tarn à Millau - Test de février 2008 sur des smolts de saumon atlant. s.l. : Rapport ECOGEA pour MJ2, 2008a.
- Environment Agency. 2012. Hydropower Good Practice Guidelines. Screening requirements. s.l. : (http://www.environment-agency.gov.uk/business/topics/water/126575.aspx), 2012. p. 16.
- Fishtek. 2008. Archimedes Screw Turbine Fisheries Assessment. Phase II: Eels and Kelts. s.l. : FISHTEK consulting, 18 p. + annexes, 2008.
- —. 2007. Fish Monitoring and Live Fish Trials.Archimedes Screw Turbine, River Dart. Phase 1 Report: Live fish trials, smolts, leading edge assessment, disorientation study, outflow monitoring. s.l. : FISHTEK consulting, 38 p. + annexes, 2007.
- —. 2009. Howsham Fish Monitoring. Assessment of fish passage through the Archimedes Turbine and associated by-wash. s.l. : FISHTEK consulting, 38 p. + annexes, 2009.
- Merkx, JCA. and Vriese, FT. 2007. Monitoring vijzel en vispassage Hooidonkse molen. s.l. : Rapport VA2006_41. Opgesteld in opdracht van: Waterschap De Dommel, 2007.
- NAI. 2000. Direct survival and condition of juvenile chinok salmon passed through an existing and new minimum gap runner turbines at Bonneville Dam first powerhouse, Columbia River. s.l. : Drumore, PA: Normandeau Associates, 2000.
- Späh, H. 2001. Expertise biologique piscicole. Convivialité vis-à-vis des poissons de la vis hydrodynamique protégée par brevet de la société RITZ-ATRO Pumpwerksbau GmbH. 2001. p. 16.
- USACE. 2013. Turbine optimization for passage of juvenile salmon at hydropower projects on the Columbia and Lower Snake Rivers. Phase II Main Report. s.l. : Prepared by US ARmy Corps of Engineers, Turbine Survival Program, 2013.
- Vriese, FT. 2015. Evaluation of Fish Injury and Mortality Associated with scale models of the Pentair Fairbanks Nijhuis Modified Bulb turbine and the Water2Energy Cross Flow turbine. s.l. : ATKB, Report version 01-09-2015, 2015.
- Winter, HV., Bierman, SM. and Griffioen, AB. 2012. Field test for mortality of eel after passage through the newly developed turbine of Pentair Fairbanks Nijhuis and FishFlow Innovations. s.l. : IMARES Report number C111/12., 2012.
