Guidelines for fishpasses numerical modelling - Revision history

Bendikhansen at 08:47, 12 October 2020

2020-10-12T08:47:47Z

Bendikhansen at 08:38, 12 October 2020

2020-10-12T08:38:32Z

Bendikhansen at 08:35, 12 October 2020

2020-10-12T08:35:28Z

Bendikhansen at 08:30, 12 October 2020

2020-10-12T08:30:25Z

Bendikhansen at 08:28, 12 October 2020

2020-10-12T08:28:36Z

Bendikhansen at 08:28, 12 October 2020

2020-10-12T08:28:22Z

Bendikhansen at 08:26, 12 October 2020

2020-10-12T08:26:35Z

Bendikhansen at 08:16, 12 October 2020

2020-10-12T08:16:09Z

Bendikhansen: /* Relevant literature */

2020-10-12T08:15:36Z

Relevant literature

Bendikhansen at 08:13, 12 October 2020

2020-10-12T08:13:52Z

@@ Line 1: / Line 1: @@
-{{Note|This technology has been developed in the FIThydro project! See [[Innovative technologies from FIThydro]] for a complete list.|reminder}}
+{{Note|This method has been developed in the FIThydro project! See [[Innovative technologies from FIThydro]] for a complete list.|reminder}}
 =Quick summary=
 [[file:FPNM_guma.png|thumb|250px|Figure 1: Aerial view of the area downstream [[Guma and Vadocondes test cases|Guma HPP]].]]

@@ Line 5: / Line 5: @@
 [[file:FPNM_guma_3d.jpg|thumb|250px|Figure 3: Mean velocity magnitude in several cross sections for the area downstream [[Guma and Vadocondes test cases|Guma HPP]] obtained with 3D numerical modelling ]]
 [[file:FPNM_guma_aerial.jpg|thumb|250px|Figure 4: Aerial view of the [[Pool-type fishways|pool-type fishway]] at [[Guma and Vadocondes test cases|Guma HPP]] .]]
-[[file:FPNM_isosurface.jpg|thumb|250px|Figure 5: ]]
+[[file:FPNM_isosurface.jpg|thumb|250px|Figure 5: Isosurface of the mean velocity in the fishway at  [[Guma and Vadocondes test cases|Guma HPP]].]]
-[[file:FPNM_turning_pool.jpg|thumb|250px|Figure 6: ]]
+[[file:FPNM_turning_pool.jpg|thumb|250px|Figure 6: Detailed results for a turning pool in the [[Pool-type fishways|pool-type fishway]] at [[Guma and Vadocondes test cases|Guma HPP]] obtained with 3D numerical modelling.]]
 Date: 2020

@@ Line 4: / Line 4: @@
 [[file:FPNM_guma_2d.jpg|thumb|250px|Figure 2: Depth averaged velocity for the area downstream [[Guma and Vadocondes test cases|Guma HPP]] obtained with 2D numerical modelling.]]
 [[file:FPNM_guma_3d.jpg|thumb|250px|Figure 3: Mean velocity magnitude in several cross sections for the area downstream [[Guma and Vadocondes test cases|Guma HPP]] obtained with 3D numerical modelling ]]
-[[file:FPNM_guma_aerial.jpg|thumb|250px|Figure 4: ]]
+[[file:FPNM_guma_aerial.jpg|thumb|250px|Figure 4: Aerial view of the [[Pool-type fishways|pool-type fishway]] at [[Guma and Vadocondes test cases|Guma HPP]] .]]
 [[file:FPNM_isosurface.jpg|thumb|250px|Figure 5: ]]
 [[file:FPNM_turning_pool.jpg|thumb|250px|Figure 6: ]]

@@ Line 2: / Line 2: @@
 =Quick summary=
 [[file:FPNM_guma.png|thumb|250px|Figure 1: Aerial view of the area downstream [[Guma and Vadocondes test cases|Guma HPP]].]]
-[[file:FPNM_guma_2d.jpg|thumb|250px|Figure 2: ]]
+[[file:FPNM_guma_2d.jpg|thumb|250px|Figure 2: Depth averaged velocity for the area downstream [[Guma and Vadocondes test cases|Guma HPP]] obtained with 2D numerical modelling.]]
-[[file:FPNM_guma_3d.jpg|thumb|250px|Figure 3: ]]
+[[file:FPNM_guma_3d.jpg|thumb|250px|Figure 3: Mean velocity magnitude in several cross sections for the area downstream [[Guma and Vadocondes test cases|Guma HPP]] obtained with 3D numerical modelling ]]
 [[file:FPNM_guma_aerial.jpg|thumb|250px|Figure 4: ]]
 [[file:FPNM_isosurface.jpg|thumb|250px|Figure 5: ]]

@@ Line 1: / Line 1: @@
 {{Note|This technology has been developed in the FIThydro project! See [[Innovative technologies from FIThydro]] for a complete list.|reminder}}
 =Quick summary=
-[[file:FPNM_guma.png|thumb|250px|Figure 1: Aerial view of the area downstream [[Guma and Vadocondes test cases|Guma HPP]].
+[[file:FPNM_guma.png|thumb|250px|Figure 1: Aerial view of the area downstream [[Guma and Vadocondes test cases|Guma HPP]].]]
 [[file:FPNM_guma_2d.jpg|thumb|250px|Figure 2: ]]
 [[file:FPNM_guma_3d.jpg|thumb|250px|Figure 3: ]]

@@ Line 1: / Line 1: @@
 {{Note|This technology has been developed in the FIThydro project! See [[Innovative technologies from FIThydro]] for a complete list.|reminder}}
 =Quick summary=
 [[file:3d_fish_trackingtion1.jpg|thumb|250px|Figure 1: ]]
@@ Line 88: / Line 87: @@
 antonio.pinheiro@tecnico.ulisboa.pt
-[[category:Methods]] [[Category:developed in FIThydro]][[category:Needs improvement]]
+[[category:Methods]] [[Category:developed in FIThydro]]

@@ Line 62: / Line 62: @@
 =Relevant literature=
 Cada G, Carlson T, Ferguson J, Richmond M, Sale M. 1999. Exploring the Role of Shear Stress and Severe Turbulence in Downstream Fish Passage. In Proceedings of the Waterpower Conference 1999; P. A. Brookshier (ed.) American Society of Civil Engineers (ASCE), Las Vegas, Nevada, United States 1999; p. 10.
-Celik IB, Cehreli ZN, Yavuz I. 2005. Index of resolution quality for large eddy simulations. J. Fluids Eng. 127 (5), 949–958. https://doi.org/10.1115/1.1990201
+*Cada G, Carlson T, Ferguson J, Richmond M, Sale M. 1999. Exploring the Role of Shear Stress and Severe Turbulence in Downstream Fish Passage. In Proceedings of the Waterpower Conference 1999; P. A. Brookshier (ed.) American Society of Civil Engineers (ASCE), Las Vegas, Nevada, United States 1999; p. 10.
-Celik IB, Ghia U, Roache PJ, Freitas CJ, Coleman H, Raad PE. 2008. Procedure for Estimation and Reporting of Uncertainty Due to Discretization in CFD Applications. J. Fluids Eng. 130(7), 078001-078001-4. doi: 10.1115/1.2960953
+*Celik IB, Cehreli ZN, Yavuz I. 2005. Index of resolution quality for large eddy simulations. J. Fluids Eng. 127 (5), 949–958. https://doi.org/10.1115/1.1990201
-Fuentes-Pérez JF, Sanz-Ronda FJ, De Azagra AM, García-Vega A. 2016. Non-uniform hydraulic behavior of pool-weir fishways: A tool to optimize its design and performance. Ecological Engineering 86:5–12. doi: 10.1016/j.ecoleng.2015.10.021
+*Celik IB, Ghia U, Roache PJ, Freitas CJ, Coleman H, Raad PE. 2008. Procedure for Estimation and Reporting of Uncertainty Due to Discretization in CFD Applications. J. Fluids Eng. 130(7), 078001-078001-4. doi: 10.1115/1.2960953
-Fuentes-Pérez JF, Eckert, M, Tuhtan JA, Ferreira MT, Kruusmaa M, Branco P. 2018a. Spatial preferences of Iberian barbel in a vertical slot fishway under variable hydrodynamic scenarios. Ecological Engineering 125:131-142. doi: 10.1016/j.ecoleng.2018.10.014
+*Fuentes-Pérez JF, Sanz-Ronda FJ, De Azagra AM, García-Vega A. 2016. Non-uniform hydraulic behavior of pool-weir fishways: A tool to optimize its design and performance. Ecological Engineering 86:5–12. doi: 10.1016/j.ecoleng.2015.10.021
-Fuentes-Pérez JF, Silva AT, Tuhtan JA, García-Vega A, Carbonell-Baeza R, Musall M, Kruusmaa M. 2018b. 3D modelling of non-uniform and turbulent flow in vertical slot fishways. Environmental Modelling & Software 99:156–169. https://doi.org/10.1016/jenvsoft.2017.09.011
+*Fuentes-Pérez JF, Eckert, M, Tuhtan JA, Ferreira MT, Kruusmaa M, Branco P. 2018a. Spatial preferences of Iberian barbel in a vertical slot fishway under variable hydrodynamic scenarios. Ecological Engineering 125:131-142. doi: 10.1016/j.ecoleng.2018.10.014
-Lane SN, Bradbrook KF, Richards KS, Biron PA, Roy AG. 1999. The application of computational fluid dynamics to natural river channels: three-dimensional versus two-dimensional approaches. Geomorphology 29:1-20.
+*Fuentes-Pérez JF, Silva AT, Tuhtan JA, García-Vega A, Carbonell-Baeza R, Musall M, Kruusmaa M. 2018b. 3D modelling of non-uniform and turbulent flow in vertical slot fishways. Environmental Modelling & Software 99:156–169. https://doi.org/10.1016/jenvsoft.2017.09.011
-Liao JC. 2007. A review of fish swimming mechanics and behaviour in altered flows. Philosophical Transactions of the Royal Society B: Biological Sciences 362(1487): 1973-1993.
+*Lane SN, Bradbrook KF, Richards KS, Biron PA, Roy AG. 1999. The application of computational fluid dynamics to natural river channels: three-dimensional versus two-dimensional approaches. Geomorphology 29:1-20.
-Quaresma AL, Pinheiro AN. 2014. Analysis of flows in pool-type fishways using acoustic Doppler velocimetry (ADV) and computational fluid dynamics (CFD). Published in the 10th International Symposium on Ecohydraulics proceedings. Trondheim, Norway.
+*Liao JC. 2007. A review of fish swimming mechanics and behaviour in altered flows. Philosophical Transactions of the Royal Society B: Biological Sciences 362(1487): 1973-1993.
-Quaresma AL, Pinheiro NA. 2015. Is CFD an efficient tool to develop pool-type fishways? Fish Passage 2015 – International conference on river connectivity best practices and innovations. Groningen. Netherlands.
+*Quaresma AL, Pinheiro AN. 2014. Analysis of flows in pool-type fishways using acoustic Doppler velocimetry (ADV) and computational fluid dynamics (CFD). Published in the 10th International Symposium on Ecohydraulics proceedings. Trondheim, Norway.
-Quaresma AL. 2017. Developing pool-type fishways based on experimental studies and numerical modelling. PhD Thesis, Instituto Superior Técnico, Universidade de Lisboa, Portugal.
+*Quaresma AL, Pinheiro AN. 2015. Is CFD an efficient tool to develop pool-type fishways? Fish Passage 2015 – International conference on river connectivity best practices and innovations. Groningen. Netherlands.
-Quaresma AL, Romão F, Branco P, Ferreira MT & Pinheiro AN. 2018. Multi slot versus single slot pool-type fishways: a modelling approach to compare hydrodynamics. Ecological Engineering 122:197-206. doi:10.1016/j.ecoleng.2018.08.006
+*Quaresma AL. 2017. Developing pool-type fishways based on experimental studies and numerical modelling. PhD Thesis, Instituto Superior Técnico, Universidade de Lisboa, Portugal.
-Silva AT, Katopodis C, Santos JM, Ferreira MT, Pinheiro AN. 2012. Cyprinid swimming behaviour in response to turbulent flow. Ecological Engineering 44:314–328. doi:10.1016/j.ecoleng.2012.04.015
+*Quaresma AL, Romão F, Branco P, Ferreira MT & Pinheiro AN. 2018. Multi slot versus single slot pool-type fishways: a modelling approach to compare hydrodynamics. Ecological Engineering 122:197-206. doi:10.1016/j.ecoleng.2018.08.006
-Silva AT, Lucas MC, Castro-Santos T, Katopodis C, Baumgartner LJ, Thiem, JD, Aarestrup, K, Pompeu PS, O’Brien GC, Braun DC, Burnett NJ, Zhu DZ, Fjeldstad HP, Forseth T, Rajaratnam N, Williams JG & Cooke SJ. 2018. The future of fish passage science, engineering, and practice. Fish and Fisheries 19(2), 340–362. doi:10.1111/FAF.12258
+*Silva AT, Katopodis C, Santos JM, Ferreira MT, Pinheiro AN. 2012. Cyprinid swimming behaviour in response to turbulent flow. Ecological Engineering 44:314–328. doi:10.1016/j.ecoleng.2012.04.015
-Tritico HM, Cotel AJ. 2010. The effects of turbulent eddies on the stability and critical swimming speed of creek chub (Semotilus atromaculatus). Journal Experimental Biology 213:2284–2293. doi:10.1242/jeb.041806
+*Silva AT, Lucas MC, Castro-Santos T, Katopodis C, Baumgartner LJ, Thiem, JD, Aarestrup, K, Pompeu PS, O’Brien GC, Braun DC, Burnett NJ, Zhu DZ, Fjeldstad HP, Forseth T, Rajaratnam N, Williams JG & Cooke SJ. 2018. The future of fish passage science, engineering, and practice. Fish and Fisheries 19(2), 340–362. doi:10.1111/FAF.12258
 =Contact information:=

@@ Line 5: / Line 5: @@
-Date:
+Date: 2020
-Developed by:
+Developed by: Ana Quaresma (IST-ID), António Pinheiro (IST-ID)
 Type: [[:Category:Methods|Method]]
 =Introduction=
 =Application=
 =Relevant mitigation measures and test cases=
@@ Line 21: / Line 62: @@
 =Relevant literature=
 [[category:Methods]] [[Category:developed in FIThydro]][[category:Needs improvement]]