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FISH MIGRATION SYSTEM OVER A WOODEN DISCHARGE SILL
LOCATED ON THE BISTRA MĂRULUI RIVER
Răzvan VOICU¹, Joseph D. URBANI ², Petre BREȚCAN³
¹ National Institute of Hydrology and Water Management, București-Ploiești Street 97, București, Romania,
RO-013686, Tel.:+40-21-3181115, E-mail: rzvnvoicu@yahoo.com
² Urbani Fisheries LLC, 198 North Star Lane Bozeman, MT 59718, US, Phone: +1406-587-0588, E-mail:
jurbani@urbanifisheries.com
³ Valahia University of Targoviste, Department of Geography, st. Lt. Stancu Ion, no.34-36, 130024,
Targoviste, Dambovita, Romania, Phone: +40- 024-5206105, E-mail: petrebretcan@yahoo.com
Abstract
The multitude of discharge sills, including that in the study on the Bistra Mărului River, destroyed the longitudinal
connectivity of the river by blocking the migration of different migratory species. The most important migratory species in
the Bistra Mărului River are the Salmonidae and especially the Indigen trout (Salmo trutta fario). All components of the
system proposed for fish migration can be detachable and used at another discharge sill, are corrosion-resistant and will
not damage the fish. Complying with the design and then implementation of the proposed system will help fish recolonize
upstream habitats. This engineering solution helps to implement the Water Framework Directive for the recovery of
ecosystems.
Keywords: fish migration, lotic ecosystem, Bistra Mărului River, fish passage, discharge sill.
1 INTRODUCTION
The overflow thresholds have varied shapes, different sizes and are arranged in all the relief areas.
These transverse hydrotechnical constructions have different functions (water supply, protection of flooded
bridges, etc.) but from an ecological point of view, all these transverse hydrotechnical structures partially or
totally destroy the longitudinal connectivity of the watercourses. Two things are essential to the ecological
functioning of freshwater ecosystems; longitudinal and lateral connectivity. Lateral connectivity can be
stopped by building ditches and trenches (Aadland 1993, 2010; Sedeno-Diaz and Lopez-Lopez, 2009;
Sommerwerk et al., 2010; Bănăduc et al., 2016; Lenhardt et al., 2016). This lack of connectivity to critical fish
habitats will result in declining fish populations in that area. Stopping fish from migrating upstream is due to
transversal hydrotechnical constructions, favoring the fragmentation of habitats. An essential vector of the lotic
ecosystems is the longitudinal connectivity of the watercourses (Fischer and Cyffka, 2014; Voicu and Breţcan,
2014) and must take the proper steps to protect this vector and implicitly the lotic ecosystems (Kemp and
O'Hanley, 2010 2015; McKay et al., 2016). An important issue for the European Union is the transversale
hydrotechnical constructions that lead to the interruption of the longitudinal connectivity of the rivers (Kay
and Voicu, 2013). Some of the key factors that should maintain or restore longitudinal connectivity under the
Water Framework Directive are river administrators (Voicu and Merten, 2014). In each country, transversal
hydro-technical constructions have to be equipped with fish migration systems or the improvement of existing
ones. New systems for the migration of fish over dams and overflow thresholds have to be tested and
implemented constantly to help recover fish communities in Europe (Voicu and Dominquez, Voicu and Baki,
2017).
The over 12 discharge sills on the Bistra Mărului River and its tributaries block both migratory and
non-migratory species. On the Bistra Mărului River there are several discharge sills made of wood materials
(figure. 1a). One of them is made of a tree with a diameter of 1,2m fixed in the banks of the river (figure 1b).
The fall of water is slightly more than 1 m, which completely blocks any migratory species of fish on the Bistra
Mărului river. The length of the spill threshold is 8 meters. The Bistra Mărului River is located in the Timiş
river basin. The length of the Bistra Mărului River is about 34 km, the surface of the river basin is about 291
km² and the multiannual average flow is about 2 m³/s.
Voicu, R., Urbani, J., Bretcan, P. (2018), Fish migration over a wooden discharge sill located on the Bistra Marului River. pp 303-308
in Gastescu, P., Bretcan, P. (edit, 2018), Water resources and wetlands, 4th
International Conference Water resources and wetlands,
5-9 September 2018, Tulcea (Romania)
Available online at http://www.limnology.ro/wrw2018/proceedings.html
Open access under CC BY-NC-ND license
4th
International Conference Water resources and wetlands, 5-9 September 2018, Tulcea (Romania)
304
Figure 1a. Discharge sill located on the Bistra Mărului River (google earth.com)
Figure 1b The discharge sill made from a tree
dghfh
fjfj
discharge sill
Poiana Mărului Lake
Bistra Mărului River
305
2 METHODS, RESULTS AND DISCUSSION
Fixed on the discharge sill are wooden bars that have the role of dissipaters (figure 1b). On the
discharge sill(shaft), a crenel of 40cm wide and 60cm length will be made. The upper edges of the crenellate
remain semi-circular (figure 2).
On both sides of the discharge sill crenel, two U-shaped metal rails will be attached between the two
metal sheet piles (figure 2). A metal frame is formed which supports two bearings. There are two such metal
frames. The bearings are fixed to resilient rubber separators and not to slip sideways (the bearings must run
linearly) on the U-shaped rails. Before the bearings, a metal frame is inserted into the metallic space (U) (figure
3). Two such metal frames will be fixed to the bearings. On the vertical bars belonging to the metal frame with
two bearings are fixed two very hard metal springs (figure 3). After the bearings are fixed inside the U-rails, a
metal cornice for each rail (figure. 3) is fastened on both U-bars. These metal studs have a tapered stopper on
the top to prevent the bearing from moving vertically more than 1 mm. The same thing happened with the side
stops that do not allow the bearing to move horizontally more than 1 mm on both sides. The metal frame made
of bearings and metal bars welds a semicircular metal sheet pile. This metal sheet pile perfectly closes the
crenel in the tree, that is, the discharge sill, when it is in the initial position. The metal frame as well as the
pylon moves on the metal rails. Two metal handles that penetrate through the semicircular metal sheet (figure.
3) are welded to the metallic frame. These handles allow the system to move from the initial position to the
final position.
ghdh
dfd
metal sheet pile
the crenel inside the
discharge sill (tree)
discharge sill (tree)
metallic rail
metallic rail
306
Figure 3 Positioning of the mobile system (metal frame and semicircular sheet pile) - indicative scheme
Two metal bars in the form of a rectangular parallelepiped are welded to the metallic frame. From
these metal bars, a rigid plastic palpation channel or non-corrosive metal can be attached to the fish migration.
This channel has the size of the crenel in the spill threshold and has the same slope with it (figure 4). On the
horizontal surface of the channel for the migration of the fish, there are fixed river rocks as dissipaters (fig.4).
The fish migration channel is fixed to the metal bars by means of the metal screws (figure 4). Bars welded by
the mobile metal frame and fish migration channel weigh more and keep the system in the final position that
allows the fish to migrate upstream - downstream of the spillway. The river's depth of about one meter in the
immediate vicinity of the spillway, upstream and downstream of it, allows the stationing and work of specialist
personnel in the riverbed so that the system can be assembled or disassembled.
Figure 4 Positioning the Fish Migration Channel - Indicative Diagram or scheme
fghfghfh
dhdhh
rubber stoppers
mobile semicircular sheet pile
mobile metal frame
metallic arc
metal angle
metal screw
discharge sill (tree)
bearings
metal handle
the crenel inside the
discharge sill (tree)
jkljlj
jșj
mobile metal frame
mobile semicircular sheet pile
channel for fish migration
metal screws
discharge sill (tree)
river stones
307
3 CONCLUSIONS
This system may also be functional for rectangular parallelepiped discharge sills not only for circular
ones such as the one presented in the study. The metal bars can fix any channel model for the migration of
classical fish (fish ladder, slots etc) and innovative canals. This migration system does not affect the structure
or functionality of the spill threshold. At the moment when the migratory system of ichtyofauna is no longer
needed, the crenel is closed by means of the mobile semicircular metal sheet pile. All components are corrosion
resistant and can be easily replaced. The costs of this system are reasonable and maintenance is minimal.
4 REFERENCES
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Journal of Fisheries Management, 13, 790-806.
Alexandru, U. (2017). Analysis of Anthropic Pressure Indices in the Metropolitan Area of Braşov,
Processed/Highlighted by Means of GIS. Annals of Valahia University of Targoviste, Geographical
Series, 17(2), pp. 152-159. doi:10.1515/avutgs-2017-0014
Bănăduc D., Rey Planellas S., Trichkova T. and Bănăduc A., 2016 ‒ The lower Danube River-Danube Delta-
North West Black Sea: a pivotal area of major interest for the past, present and future of its fish fauna –
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Costache, A. (2017). Conceptual Delimitations Between Resilience, Vulnerability and Adaptive Capacity to
Extreme Events and Global Change. Annals of Valahia University of Targoviste, Geographical Series,
17(2), pp. 198-205. doi:10.1515/avutgs-2017-0018
Fischer P. and Cyffka B., 2014 ‒ Floodplain restoration on the upper Danube by re-establishing back water
dynamics: first results of the hydrological monitoring, Erdkunde, 68, 1
Gillian O’Doherty (2009), ADF&G Fish Passage Program: Summary of Existing Inventory and Assessment
Data and Gap Analysis, September 2009. Special Publication No. 10-17.
Kay E. L. and Voicu R., 2013 ‒ Developing An Ecological And Migration System For Ichthyofauna On The
Crişul Repede River Near The City Hall Of Oradea, Management of Sustainable Development, Sibiu,
Romania, 5, 2, 27- 33.
Keefer M., Caudill C, Clabough T., Jepson M., Johnson E., Peery C., Higgs M., Moser M. (2013). Fishway
passage bottleneck identification and prioritization: a case study of Pacific lamprey at Bonneville Dam
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Kemp P. S. and OʼHanley J. R., 2010 – Procedures for evaluating and prioritising the removal of fish passage
barriers: a synthesis, Fisheries Management and Ecology, 297-322.
Lenhardt M., Jarić I., Kolarević S., Vuković-Gaćic B., Knezević-Vukčević J., Smedereva-Lalić M., Cvijanović
G. and Gaćic Z., 2016 ‒ Impact of human activities on the status of the Danube River in Serbia:
microbiological and ichthyofaunistic studies, Acta Oecologica Carpatica, IX, 151-176.
McKay S. K., Cooper A. R., Diebel M. W., Elkins D., Oldford G., Roghair C. and Wieferich D., 2016 ‒
Informing watershed connectivity barrier prioritization decisions: a synthesis, River Research and
Applications, 33, 6, 847-862.
Sedeño-Diaz J. E. and López-López E., 2009 ‒ Aquatic health assessment: a methodological proposal for
Mexican aquatic ecosystems, Transylvanian Review of Systematical and Ecological Research, 8, The
Wetlands Diversity, 201-214.
Sommerwerk N., Bloesch J., Paunović M., Baumgartner C., Venohr M., Schneider-Jacoby M., Hein T. and
Tockner K., 2010 ‒ Managing the worldʼs most international river: the Danube River basin, Marina and
Freshwater Research, 61, 7, 736-748, doi.org/10.1071/MF09229.
Voicu R. and Merten E., 2014 ‒ Creating a system for upstream-downstream fish migration over the first and
the second discharge sills downstream of Mănăştur dam on the Someşul Mic River (Cluj Napoca,
Transylvania, Romania), Transylvanian Review of Systematical and Ecological Research, 16, 2, The
Wetlands Diversity, 163-182.
Voicu R. and Breţcan P., 2014 ‒ Solution for fish migration on the Someşul Mic River upstream downstream
of Mănăştur dam in Cluj Napoca, Annals of Valahia University of Târgovişte, Geographical Series, 14,
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308
Voicu R. and Baki P., 2017 ‒ Improving upstream and downstream fish passage at Retiş dam on Hârtibaciu
River ‒ Sibiu County (Transylvania), Annals of Valahia University of Târgovişte, Geographical Series,
17, 1, 47-57.
Voicu R., Costescu C., Voicu L. and Lengher-Bica N., 2015 ‒ Solution for ichthyofauna migration upstream-
downstream of the two spillways located near Mănăştur dam on the Someşul Mic River in the Cluj Napoca
City (România), Lakes, reservoirs and ponds, 9, 1, 43-55.
Voicu R., Bănăduc D., Baumgrtner L. J., Voicu L. and Curtean-Bănăduc A., 2018 ‒ Transylvanian Review of
Systematical and Ecological Research*, 20.1, The Wetlands Diversity, Upper Caraş River (Danube
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Voicu R. and Dominguez L., 2016 − Facilitation fish migration above the discharge sill located on the Ialomiţa
River near cave Ialomicioara, Annals of Valahia University of Târgovişte, Geographical Series, 16, 2, 44-
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Voicu R., Voicu L, Curtean-Bănăduc A., Bănăduc D. (2017). Restoring The Fish Fauna Connectivity Of The
Hârtibaciu River – Retiș Dam Study Case (Transylvania, Romania)”, Environmental Science Journals:
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FISH MIGRATION SYSTEM OVER A WOODEN DISCHARGE SILL LOCATED ON THE BISTRA MĂRULUI RIVER

  • 1. 303 FISH MIGRATION SYSTEM OVER A WOODEN DISCHARGE SILL LOCATED ON THE BISTRA MĂRULUI RIVER Răzvan VOICU¹, Joseph D. URBANI ², Petre BREȚCAN³ ¹ National Institute of Hydrology and Water Management, București-Ploiești Street 97, București, Romania, RO-013686, Tel.:+40-21-3181115, E-mail: rzvnvoicu@yahoo.com ² Urbani Fisheries LLC, 198 North Star Lane Bozeman, MT 59718, US, Phone: +1406-587-0588, E-mail: jurbani@urbanifisheries.com ³ Valahia University of Targoviste, Department of Geography, st. Lt. Stancu Ion, no.34-36, 130024, Targoviste, Dambovita, Romania, Phone: +40- 024-5206105, E-mail: petrebretcan@yahoo.com Abstract The multitude of discharge sills, including that in the study on the Bistra Mărului River, destroyed the longitudinal connectivity of the river by blocking the migration of different migratory species. The most important migratory species in the Bistra Mărului River are the Salmonidae and especially the Indigen trout (Salmo trutta fario). All components of the system proposed for fish migration can be detachable and used at another discharge sill, are corrosion-resistant and will not damage the fish. Complying with the design and then implementation of the proposed system will help fish recolonize upstream habitats. This engineering solution helps to implement the Water Framework Directive for the recovery of ecosystems. Keywords: fish migration, lotic ecosystem, Bistra Mărului River, fish passage, discharge sill. 1 INTRODUCTION The overflow thresholds have varied shapes, different sizes and are arranged in all the relief areas. These transverse hydrotechnical constructions have different functions (water supply, protection of flooded bridges, etc.) but from an ecological point of view, all these transverse hydrotechnical structures partially or totally destroy the longitudinal connectivity of the watercourses. Two things are essential to the ecological functioning of freshwater ecosystems; longitudinal and lateral connectivity. Lateral connectivity can be stopped by building ditches and trenches (Aadland 1993, 2010; Sedeno-Diaz and Lopez-Lopez, 2009; Sommerwerk et al., 2010; Bănăduc et al., 2016; Lenhardt et al., 2016). This lack of connectivity to critical fish habitats will result in declining fish populations in that area. Stopping fish from migrating upstream is due to transversal hydrotechnical constructions, favoring the fragmentation of habitats. An essential vector of the lotic ecosystems is the longitudinal connectivity of the watercourses (Fischer and Cyffka, 2014; Voicu and Breţcan, 2014) and must take the proper steps to protect this vector and implicitly the lotic ecosystems (Kemp and O'Hanley, 2010 2015; McKay et al., 2016). An important issue for the European Union is the transversale hydrotechnical constructions that lead to the interruption of the longitudinal connectivity of the rivers (Kay and Voicu, 2013). Some of the key factors that should maintain or restore longitudinal connectivity under the Water Framework Directive are river administrators (Voicu and Merten, 2014). In each country, transversal hydro-technical constructions have to be equipped with fish migration systems or the improvement of existing ones. New systems for the migration of fish over dams and overflow thresholds have to be tested and implemented constantly to help recover fish communities in Europe (Voicu and Dominquez, Voicu and Baki, 2017). The over 12 discharge sills on the Bistra Mărului River and its tributaries block both migratory and non-migratory species. On the Bistra Mărului River there are several discharge sills made of wood materials (figure. 1a). One of them is made of a tree with a diameter of 1,2m fixed in the banks of the river (figure 1b). The fall of water is slightly more than 1 m, which completely blocks any migratory species of fish on the Bistra Mărului river. The length of the spill threshold is 8 meters. The Bistra Mărului River is located in the Timiş river basin. The length of the Bistra Mărului River is about 34 km, the surface of the river basin is about 291 km² and the multiannual average flow is about 2 m³/s. Voicu, R., Urbani, J., Bretcan, P. (2018), Fish migration over a wooden discharge sill located on the Bistra Marului River. pp 303-308 in Gastescu, P., Bretcan, P. (edit, 2018), Water resources and wetlands, 4th International Conference Water resources and wetlands, 5-9 September 2018, Tulcea (Romania) Available online at http://www.limnology.ro/wrw2018/proceedings.html Open access under CC BY-NC-ND license 4th International Conference Water resources and wetlands, 5-9 September 2018, Tulcea (Romania)
  • 2. 304 Figure 1a. Discharge sill located on the Bistra Mărului River (google earth.com) Figure 1b The discharge sill made from a tree dghfh fjfj discharge sill Poiana Mărului Lake Bistra Mărului River
  • 3. 305 2 METHODS, RESULTS AND DISCUSSION Fixed on the discharge sill are wooden bars that have the role of dissipaters (figure 1b). On the discharge sill(shaft), a crenel of 40cm wide and 60cm length will be made. The upper edges of the crenellate remain semi-circular (figure 2). On both sides of the discharge sill crenel, two U-shaped metal rails will be attached between the two metal sheet piles (figure 2). A metal frame is formed which supports two bearings. There are two such metal frames. The bearings are fixed to resilient rubber separators and not to slip sideways (the bearings must run linearly) on the U-shaped rails. Before the bearings, a metal frame is inserted into the metallic space (U) (figure 3). Two such metal frames will be fixed to the bearings. On the vertical bars belonging to the metal frame with two bearings are fixed two very hard metal springs (figure 3). After the bearings are fixed inside the U-rails, a metal cornice for each rail (figure. 3) is fastened on both U-bars. These metal studs have a tapered stopper on the top to prevent the bearing from moving vertically more than 1 mm. The same thing happened with the side stops that do not allow the bearing to move horizontally more than 1 mm on both sides. The metal frame made of bearings and metal bars welds a semicircular metal sheet pile. This metal sheet pile perfectly closes the crenel in the tree, that is, the discharge sill, when it is in the initial position. The metal frame as well as the pylon moves on the metal rails. Two metal handles that penetrate through the semicircular metal sheet (figure. 3) are welded to the metallic frame. These handles allow the system to move from the initial position to the final position. ghdh dfd metal sheet pile the crenel inside the discharge sill (tree) discharge sill (tree) metallic rail metallic rail
  • 4. 306 Figure 3 Positioning of the mobile system (metal frame and semicircular sheet pile) - indicative scheme Two metal bars in the form of a rectangular parallelepiped are welded to the metallic frame. From these metal bars, a rigid plastic palpation channel or non-corrosive metal can be attached to the fish migration. This channel has the size of the crenel in the spill threshold and has the same slope with it (figure 4). On the horizontal surface of the channel for the migration of the fish, there are fixed river rocks as dissipaters (fig.4). The fish migration channel is fixed to the metal bars by means of the metal screws (figure 4). Bars welded by the mobile metal frame and fish migration channel weigh more and keep the system in the final position that allows the fish to migrate upstream - downstream of the spillway. The river's depth of about one meter in the immediate vicinity of the spillway, upstream and downstream of it, allows the stationing and work of specialist personnel in the riverbed so that the system can be assembled or disassembled. Figure 4 Positioning the Fish Migration Channel - Indicative Diagram or scheme fghfghfh dhdhh rubber stoppers mobile semicircular sheet pile mobile metal frame metallic arc metal angle metal screw discharge sill (tree) bearings metal handle the crenel inside the discharge sill (tree) jkljlj jșj mobile metal frame mobile semicircular sheet pile channel for fish migration metal screws discharge sill (tree) river stones
  • 5. 307 3 CONCLUSIONS This system may also be functional for rectangular parallelepiped discharge sills not only for circular ones such as the one presented in the study. The metal bars can fix any channel model for the migration of classical fish (fish ladder, slots etc) and innovative canals. This migration system does not affect the structure or functionality of the spill threshold. At the moment when the migratory system of ichtyofauna is no longer needed, the crenel is closed by means of the mobile semicircular metal sheet pile. All components are corrosion resistant and can be easily replaced. The costs of this system are reasonable and maintenance is minimal. 4 REFERENCES Aadland L. P., 1993 ‒ Stream habitat types: their fish assemblages and relationship to flow, North American Journal of Fisheries Management, 13, 790-806. Alexandru, U. (2017). Analysis of Anthropic Pressure Indices in the Metropolitan Area of Braşov, Processed/Highlighted by Means of GIS. Annals of Valahia University of Targoviste, Geographical Series, 17(2), pp. 152-159. doi:10.1515/avutgs-2017-0014 Bănăduc D., Rey Planellas S., Trichkova T. and Bănăduc A., 2016 ‒ The lower Danube River-Danube Delta- North West Black Sea: a pivotal area of major interest for the past, present and future of its fish fauna – A short review, Science of the Total Environment, 545-546, 137-151. Costache, A. (2017). Conceptual Delimitations Between Resilience, Vulnerability and Adaptive Capacity to Extreme Events and Global Change. Annals of Valahia University of Targoviste, Geographical Series, 17(2), pp. 198-205. doi:10.1515/avutgs-2017-0018 Fischer P. and Cyffka B., 2014 ‒ Floodplain restoration on the upper Danube by re-establishing back water dynamics: first results of the hydrological monitoring, Erdkunde, 68, 1 Gillian O’Doherty (2009), ADF&G Fish Passage Program: Summary of Existing Inventory and Assessment Data and Gap Analysis, September 2009. Special Publication No. 10-17. Kay E. L. and Voicu R., 2013 ‒ Developing An Ecological And Migration System For Ichthyofauna On The Crişul Repede River Near The City Hall Of Oradea, Management of Sustainable Development, Sibiu, Romania, 5, 2, 27- 33. Keefer M., Caudill C, Clabough T., Jepson M., Johnson E., Peery C., Higgs M., Moser M. (2013). Fishway passage bottleneck identification and prioritization: a case study of Pacific lamprey at Bonneville Dam Canadian Journal of Fisheries and Aquatic Sciences, Vol. 70, No. 10: pp. 1551-1565, doi: 10.1139/cjfas- 2013-0164. Kemp P. S. and OʼHanley J. R., 2010 – Procedures for evaluating and prioritising the removal of fish passage barriers: a synthesis, Fisheries Management and Ecology, 297-322. Lenhardt M., Jarić I., Kolarević S., Vuković-Gaćic B., Knezević-Vukčević J., Smedereva-Lalić M., Cvijanović G. and Gaćic Z., 2016 ‒ Impact of human activities on the status of the Danube River in Serbia: microbiological and ichthyofaunistic studies, Acta Oecologica Carpatica, IX, 151-176. McKay S. K., Cooper A. R., Diebel M. W., Elkins D., Oldford G., Roghair C. and Wieferich D., 2016 ‒ Informing watershed connectivity barrier prioritization decisions: a synthesis, River Research and Applications, 33, 6, 847-862. Sedeño-Diaz J. E. and López-López E., 2009 ‒ Aquatic health assessment: a methodological proposal for Mexican aquatic ecosystems, Transylvanian Review of Systematical and Ecological Research, 8, The Wetlands Diversity, 201-214. Sommerwerk N., Bloesch J., Paunović M., Baumgartner C., Venohr M., Schneider-Jacoby M., Hein T. and Tockner K., 2010 ‒ Managing the worldʼs most international river: the Danube River basin, Marina and Freshwater Research, 61, 7, 736-748, doi.org/10.1071/MF09229. Voicu R. and Merten E., 2014 ‒ Creating a system for upstream-downstream fish migration over the first and the second discharge sills downstream of Mănăştur dam on the Someşul Mic River (Cluj Napoca, Transylvania, Romania), Transylvanian Review of Systematical and Ecological Research, 16, 2, The Wetlands Diversity, 163-182. Voicu R. and Breţcan P., 2014 ‒ Solution for fish migration on the Someşul Mic River upstream downstream of Mănăştur dam in Cluj Napoca, Annals of Valahia University of Târgovişte, Geographical Series, 14, 1, 125-132.
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