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This special page shows all uploaded files.
Date | Name | Thumbnail | Size | User | Description | Versions |
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05:20, 7 June 2021 | Testcase presentation Las Rives.pdf (file) | 7.53 MB | Laurent | Updated file of the test case | 3 | |
23:18, 10 May 2021 | Testcase presentation Trois Villes.pdf (file) | 4.43 MB | Laurent | 2 | ||
23:15, 10 May 2021 | Testcase presentation Gotein.pdf (file) | 3.11 MB | Laurent | 1 | ||
09:48, 10 May 2021 | Test case presentation Schiffmühle.pdf (file) | 24.28 MB | Ismailalbayrak | 1 | ||
09:44, 10 May 2021 | Test case presentation Bannwil HPP.pdf (file) | 11.63 MB | Ismailalbayrak | 1 | ||
17:02, 17 March 2021 | Testcase presentation Günz.pdf (file) | 4.21 MB | LB | 2 | ||
16:35, 17 March 2021 | Testcase presentation Freudenau.pdf (file) | 2.67 MB | LB | 2 | ||
10:44, 26 January 2021 | Wsf double.png (file) | 413 KB | Bendikhansen | {{Information |author=Dominique Courret |source=Pôle Ecohydraulique AFB |description=Double vertical slots fishway: Puyoo weir on the Gave de Pau. }} | 1 | |
10:42, 26 January 2021 | Wsf crosswall.png (file) | 19 KB | Bendikhansen | {{Information |author=Dominique Courret |source=Pôle Ecohydraulique AFB |description=Dimensions of typical cross-wall of a vertical slot fishway. }} | 1 | |
10:42, 26 January 2021 | Wsf single paired.png (file) | 40 KB | Bendikhansen | {{Information |author=Michel Larinier |source=Larinier, M., Travade, F. et Porcher, J. P. 2002. Fishways: biological basis, design criteria and monitoring. 2002, p. 208. |description=Single and paired vertical slot fishway. }} | 1 | |
15:06, 19 November 2020 | IBR las rives.png (file) | 295 KB | Bendikhansen | {{Information |author=Dominique Courret |source= |description=Construction and installation of the inclined trash racks of the HPP of Las Rives (France). }} | 1 | |
15:05, 19 November 2020 | HBR params.png (file) | 90 KB | Bendikhansen | {{Information |author=Julian Master |source=Meister, J.; Fuchs, H.; Beck, C.; Albayrak, I.; Boes, R.M. (2020a). Head Losses of Horizontal Bar Racks as Fish Guidance Structures. Water, 12(2): 475. http://dx.doi.org/10.3390/w12020475. |description=Side view of an HBR illustrating different rack parameters; ho: approach flow depth, hds: downstream flow depth, Uo: mean upstream approach flow velocity from continuity, Uds: mean downstream flow velocity, hBo: bottom overlay height, hTo: top overlay... | 1 | |
15:02, 19 November 2020 | HBR BS sketch.png (file) | 358 KB | Bendikhansen | {{Information |author=Julian Master |source=Meister, J.; Fuchs, H.; Beck, C.; Albayrak, I.; Boes, R.M. (2020a). Head Losses of Horizontal Bar Racks as Fish Guidance Structures. Water, 12(2): 475. http://dx.doi.org/10.3390/w12020475. |description=Side view of an HBR illustrating different rack parameters; ho: approach flow depth, hds: downstream flow depth, Uo: mean upstream approach flow velocity from continuity, Uds: mean downstream flow velocity, hBo: bottom overlay height, hTo: top overlay... | 1 | |
15:00, 19 November 2020 | HBR schiffmühle.png (file) | 1.17 MB | Bendikhansen | {{Information |author=Julian Master, VAW |source= |description=The horizontal bar rack bypass system at the residual flow HPP Schiffmühle, Switzerland, during revision work in July 2018 }} | 1 | |
14:57, 19 November 2020 | NBS types.jpg (file) | 20 KB | Bendikhansen | {{Information |author=Fatma Lemkecher |source=Lemkecher F. ; Chatellier L. ; Courret D. ; David L., (2020b). Contribution of different elements of inclined trash racks to head losses modelling. Water, 12(966). https://doi.org/10.3390/w12040966 |description=Type of fish guidance structures with narrow bar spacing: angled bar rack with vertical bars (top), vertical streamwise bars (middle), horizontal bars (bottom) }} | 1 | |
14:55, 19 November 2020 | IBR schematic.png (file) | 30 KB | Bendikhansen | {{Information |author=Dominique Courret |source=Courret, D., Larinier M. (2008). Guide pour la conception de prises d’eau “ichtyo-compatibles” pour les petites centrales hydroélectriques [Guide for the design of fish-friendly intakes for small hydropower plants]. France: Agence de l’Environnement et de la Maîtrise de l’Energie (ADEME). Report No: RAPPORT GHAAPPE RA.08.04. http://www.onema.fr/IMG/pdf/2008_027.pdf (in French). |description=Longitudinal view of an inclined bar rack }} | 1 | |
10:45, 4 November 2020 | Testcase presentation Altheim.pdf (file) | 3.63 MB | LB | Updated results | 2 | |
10:41, 4 November 2020 | Testcase presentation Altusried.pdf (file) | 3.91 MB | LB | Updated results | 2 | |
11:54, 27 October 2020 | DSS step 4.jpeg (file) | 135 KB | Bendikhansen | {{Information |author=Richard Noble |source= |description=Conceptual flow diagram of Step 4 of the proposed Decision Support System Framework – Risk-Based Decision of Scheme Plan OR Prioritised Cost-Efficient Mitigation Plan. Grey = outputs/inputs to/from steps; blue = tasks; White = FIThydro inputs and matrices; Green = final output/objective. }} | 1 | |
11:51, 27 October 2020 | DSS step 3 SS.jpeg (file) | 158 KB | Bendikhansen | {{Information |author=Richard Noble |source= |description=FIThydro DSS new measures selection interface where the user is asked to select new measures per hazard class and to identify (where applicable) which existing measures require replacement (i.e. be removed), improvement with new designs and/or need further investigations in a detailed project plan. The interface provides the user with summary metrics on effectiveness and limitations from the measures catalogue and gives links to the wi... | 1 | |
11:51, 27 October 2020 | DSS step 3.jpeg (file) | 126 KB | Bendikhansen | {{Information |author=Richard Noble |source= |description=Conceptual flow diagram of Step 3 of the proposed Decision Support System Framework – Risk-Based identification of Appropriate Mitigation Measures and Synergistic Solutions. Grey = outputs/inputs to/from steps; blue = tasks; White = FIThydro inputs and matrices; Green = final output/objective. }} | 1 | |
11:45, 27 October 2020 | DSS step 2 SS.jpeg (file) | 139 KB | Bendikhansen | {{Information |author=Richard Noble |source= |description=FIThydro DSS ecological status risk matrix identifying the calculated Protect Site Score, Ecological Status Risk Score and indicating whether priority quality elements (fish, hydromorphology, continuity) are identified as a reason for failing the objectives and whether the HPP has been identified in river basin management plans to be significantly contributing to a failure to achieve good ecological status. These components are combine... | 1 | |
11:44, 27 October 2020 | DSS step 2.jpeg (file) | 129 KB | Bendikhansen | {{Information |author=Richard Noble |source= |description=Conceptual flow diagram of Step 2 of the proposed Decision Support System Framework – Ecological Pressures and Impacts Characterisation and Risk Identification. Grey = outputs/inputs to/from steps; blue = tasks; White = FIThydro inputs and matrices; Green = final output/objective }} | 1 | |
11:27, 27 October 2020 | DSS step 1 SS.jpeg (file) | 145 KB | Bendikhansen | 2 | ||
11:14, 27 October 2020 | DSS step 1.svg (file) | 111 KB | Bendikhansen | 1 | ||
11:08, 27 October 2020 | DSS step 1.jpeg (file) | 106 KB | Bendikhansen | == Summary == {{Information |author=Richard Noble |source= |description=Conceptual flow diagram of Step 1 of the proposed Decision Support System Framework - Pre-screening characterisation and risk identification. Grey = outputs/inputs to/from steps; blue = tasks; White = FIThydro inputs and matrices; Green = final output/objective. }} | 1 | |
15:44, 26 October 2020 | DSS flow web.jpg (file) | 277 KB | Bendikhansen | Reverted to version as of 15:43, 26 October 2020 (UTC) | 3 | |
15:41, 26 October 2020 | DSS flow web.png (file) | 583 KB | Bendikhansen | 2 | ||
15:19, 26 October 2020 | DSS flow.png (file) | 223 KB | Bendikhansen | {{Information |author=Richard Noble |source= |description=Conceptual flow diagram of a risk-based Decision Support System to ensure environmentally friendly hydropower decision-making – Scenario 1 – risk assessment and mitigation planning for existing hydropower scheme(s). Grey = outputs/inputs to/from steps; blue = tasks; White = FIThydro inputs and matrices; Green = final output/objective }} | 1 | |
12:32, 26 October 2020 | Curved bar rack 3d.png (file) | 2.28 MB | Bendikhansen | {{Information |author=Ismail Albayrak |source= |description=CBR-BS illustration of curved bar racks (wide bar spacing) }} | 1 | |
12:26, 26 October 2020 | Schiffmühle HPP narrow.jpg (file) | 579 KB | Bendikhansen | {{Information |author=Ismail Albayrak |source= |description=Fish guidance structures with narrow bar spacing at Schiffmühle HPP, Switzerland.\ }} | 1 | |
09:06, 26 October 2020 | Vertical slot fishway.jpg (file) | 632 KB | Bendikhansen | 1 | ||
09:02, 26 October 2020 | Vertical slot fishway square.jpg (file) | 774 KB | Bendikhansen | {{Information |author=Laurent David |source= |description=Vertical slot fishway in Chatellerault, France. }} | 1 | |
09:51, 23 October 2020 | Numerical modelling bannwil.jpg (file) | 288 KB | Bendikhansen | {{Information |author=Stephan Kammerer |source=VAW of ETH Zurich |description=Exemplary variant study for HPP Bannwil using numerical modelling. Normal (left) and tangential (right) flow velocities at potential FGS positions upstream of the turbine inlets for scenario 1a for fish guidance structures angled at 37° (see FIThydro Deliverable 2.2 for detailed information) }} | 1 | |
09:50, 23 October 2020 | Velocity fields bannwil.jpg (file) | 364 KB | Bendikhansen | {{Information |author=Stephan Kammerer |source=VAW of ETH Zurich (background image: © 2018 swisstopo (JD 100041)) |description=Exemplary depth-averaged velocity fields [cm/s] upstream of HPP Bannwil measured with boat-mounted ADCP at a discharge of 402 m3/s }} | 1 | |
09:47, 23 October 2020 | CBR schematic.jpg (file) | 550 KB | Bendikhansen | {{Information |author=Claudia Beck |source=Beck, C., Albayrak, I., Meister, J., Boes R.M. (2020a). Hydraulic performance of fish guidance structures with curved bars: Part 1: Head loss assessment. Journal of Hydraulic Research,58(5): 807-818, https://doi.org/10.1080/00221686.2019.1671515.; VAW of ETH Zurich |description=Top view of a schematic Curved Bar Rack arrangement with indicated rack angle α, power canal and bypass. The fish are guided along the rack towards the bypass, where they pass... | 1 | |
09:43, 23 October 2020 | FGS layouts.jpg (file) | 4.9 MB | Bendikhansen | {{Information |author=Ismail Albayrak |source=VAW of ETH Zurich (Beck, C. (2019). Hydraulic and fish-biological performance of fish guidance structures with curved bars. In proc. 38th International Association for Hydro-Environmental Engineering and Research (IAHR) World Congress, Panama City, Panama, https://doi.org/10.3929/ethz-b-000371526.) |description=Different fish guidance structure layouts (a) Louver, (b) Angled Bar Rack (ABR), (c) Modified angled Bar Rack (MBR) and Curved-Bar Racks (... | 1 | |
14:10, 22 October 2020 | Figure3CIA.jpg (file) | 128 KB | Hanywafa | 1 | ||
14:07, 22 October 2020 | Figure2CIA.jpg (file) | 75 KB | Hanywafa | 1 | ||
14:03, 22 October 2020 | Figure1CIA.jpg (file) | 132 KB | Hanywafa | 2 | ||
13:58, 22 October 2020 | Figure1 CIA.png (file) | 954 KB | Hanywafa | 1 | ||
14:30, 21 October 2020 | Downstream view of Iller (c) Ine Pauwels INBO.jpg (file) | 1.3 MB | LB | 1 | ||
14:27, 21 October 2020 | Fieldwork team (c) Ine Pauwels INBO.jpg (file) | 1.58 MB | LB | 1 | ||
14:25, 21 October 2020 | Installing acoustic receivers (black cylinder) in the Iller (c)Ine Pauwels, INBO.jpg (file) | 517 KB | LB | 1 | ||
14:22, 21 October 2020 | Günz (C)flussbauiC VillachAustria3.jpg (file) | 624 KB | LB | 1 | ||
13:57, 21 October 2020 | Freudenau Fig 4 Chemical tracer field of tailwater source TUM.png (file) | 107 KB | LB | 1 | ||
12:52, 21 October 2020 | Freudenau Fig. 3 Temperature fields of tailwater source TUM.png (file) | 60 KB | LB | 1 | ||
12:18, 21 October 2020 | Freudenau Fig 2 Velocity fields soure TUM.png (file) | 447 KB | LB | 1 | ||
11:57, 21 October 2020 | Freudenau Fig. 1 Contour map of study area rights BOKU, image source, Google Earth.png (file) | 1.24 MB | LB | 1 | ||
17:09, 12 October 2020 | Tables for SMTD input.xlsx (file) | 26 KB | Bendikhansen | Updated | 6 |