River2D - Revision history

António at 13:53, 13 April 2020

2020-04-13T13:53:47Z

António at 13:47, 13 April 2020

2020-04-13T13:47:45Z

António at 13:46, 13 April 2020

2020-04-13T13:46:35Z

António at 13:45, 13 April 2020

2020-04-13T13:45:17Z

António at 09:01, 12 April 2020

2020-04-12T09:01:01Z

Bendikhansen at 13:23, 5 April 2020

2020-04-05T13:23:01Z

Bendikhansen: Text replacement - "m2" to "m²"

2020-02-21T10:19:22Z

Text replacement - "m2" to "m<sup>2</sup>"

Bendikhansen: Text replacement - "=Mitigation measures where MTD might be applied=" to "=Relevant mitigation measures and test cases="

2020-01-22T08:33:04Z

Text replacement - "=Mitigation measures where MTD might be applied=" to "=Relevant mitigation measures and test cases="

Bendikhansen at 12:59, 20 January 2020

2020-01-20T12:59:02Z

Bendikhansen at 11:27, 20 January 2020

2020-01-20T11:27:24Z

@@ Line 1: / Line 1: @@
 =Quick summary=
-[[file:river2d_layout.jpg|thumb|250px|Figure 1: River 2D layout images: (a) R2D_Bed; (b) R2D_Mesh; and (c) River2D (source:adapted from Steffler and Blackburn (2002).]]
+[[file:river2d_layout.jpg|thumb|250px|Figure 1: River 2D layout images: (a) R2D_Bed; (b) R2D_Mesh; and (c) River2D (source:adapted from Steffler and Blackburn (2002)).]]
-[[file:river2d_depth.jpg|thumb|250px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018).]]
+[[file:river2d_depth.jpg|thumb|250px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018)).]]
-[[file:river2d_velocity.jpg|thumb|250px|Figure 3: Water velocity (m/s) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018).]]
+[[file:river2d_velocity.jpg|thumb|250px|Figure 3: Water velocity (m/s) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018)).]]
-[[file:river2d_wua.jpg|thumb|250px|Figure 4:  Weighted Usable Area (WUA) (m<sup>2</sup>) for the European Eel. Ocreza River, Portugal (source:adapted from Boavida et al. (2020).]]
+[[file:river2d_wua.jpg|thumb|250px|Figure 4:  Weighted Usable Area (WUA) (m<sup>2</sup>) for the European Eel. Ocreza River, Portugal (source:adapted from Boavida et al. (2020)).]]
-[[file:river2d_wua_discharge.png|thumb|250px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon (source:adapted from Boavida et al. (2010).]]
+[[file:river2d_wua_discharge.png|thumb|250px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon (source:adapted from Boavida et al. (2010)).]]
 Developed by: Freshwater Institute in Winnipeg, Civil and Environmental Department of the University of Alberta in Edmonton, Midcontinent Ecological Science Center of the U.S. Geological Survey in Ft. Collins, and Fisheries Division of the Alberta Government in Cochrane.

@@ Line 1: / Line 1: @@
 =Quick summary=
-[[file:river2d_layout.jpg|thumb|250px|Figure 1: River 2D layout images: (a) R2D_Bed; (b) R2D_Mesh; and (c) River2D (source:adapted from Steffler and Blackburn (2002)).]]
+[[file:river2d_layout.jpg|thumb|250px|Figure 1: River 2D layout images: (a) R2D_Bed; (b) R2D_Mesh; and (c) River2D (source:adapted from Steffler and Blackburn (2002).]]
-[[file:river2d_depth.jpg|thumb|250px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018)).]]
+[[file:river2d_depth.jpg|thumb|250px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018).]]
-[[file:river2d_velocity.jpg|thumb|250px|Figure 3: Water velocity (m/s) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018)).]]
+[[file:river2d_velocity.jpg|thumb|250px|Figure 3: Water velocity (m/s) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018).]]
-[[file:river2d_wua.jpg|thumb|250px|Figure 4:  Weighted Usable Area (WUA) (m<sup>2</sup>) for the European Eel. Ocreza River, Portugal (source:adapted from Boavida et al. (2020)).]]
+[[file:river2d_wua.jpg|thumb|250px|Figure 4:  Weighted Usable Area (WUA) (m<sup>2</sup>) for the European Eel. Ocreza River, Portugal (source:adapted from Boavida et al. (2020).]]
-[[file:river2d_wua_discharge.png|thumb|250px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon (source:adapted from Boavida et al. (2010)).]]
+[[file:river2d_wua_discharge.png|thumb|250px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon (source:adapted from Boavida et al. (2010).]]
 Developed by: Freshwater Institute in Winnipeg, Civil and Environmental Department of the University of Alberta in Edmonton, Midcontinent Ecological Science Center of the U.S. Geological Survey in Ft. Collins, and Fisheries Division of the Alberta Government in Cochrane.

@@ Line 61: / Line 61: @@
 *Steffler, P., 2000. Software River2D. Two Dimensional Depth Averaged Finite Element Hydrodynamic Model. University of Alberta, Canada.
-*Yarnell, S.M., Lind, A.J., Mount, J.F., 2012. DYNAMIC FLOW MODELLING OF RIVERINE AMPHIBIAN HABITAT WITH APPLICATION TO REGULATED FLOW MANAGEMENT. River Res. Appl. 177–191.
+*Yarnell, S.M., Lind, A.J., Mount, J.F., 2012. Dynamic Flow Modelling of Riverine Amphibian Habitat with Application to Regulated Flow Management. River Res. Appl. 177–191.
 =Contact information=

@@ Line 1: / Line 1: @@
 =Quick summary=
-[[file:river2d_layout.jpg|thumb|250px|Figure 1: River 2D layout images: (a) R2D_Bed; (b) R2D_Mesh; and (c) River2D.]]
+[[file:river2d_layout.jpg|thumb|250px|Figure 1: River 2D layout images: (a) R2D_Bed; (b) R2D_Mesh; and (c) River2D (source:adapted from Steffler and Blackburn (2002)).]]
-[[file:river2d_depth.jpg|thumb|250px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal.]]
+[[file:river2d_depth.jpg|thumb|250px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018)).]]
-[[file:river2d_velocity.jpg|thumb|250px|Figure 3: Water velocity (m/s) output from River 2D. Ocreza River, Portugal.]]
+[[file:river2d_velocity.jpg|thumb|250px|Figure 3: Water velocity (m/s) output from River 2D. Ocreza River, Portugal (source:adapted from Boavida et al. (2018)).]]
-[[file:river2d_wua.jpg|thumb|250px|Figure 4:  Weighted Usable Area (WUA) (m<sup>2</sup>) for the European Eel. Ocreza River, Portugal.]]
+[[file:river2d_wua.jpg|thumb|250px|Figure 4:  Weighted Usable Area (WUA) (m<sup>2</sup>) for the European Eel. Ocreza River, Portugal (source:adapted from Boavida et al. (2020)).]]
-[[file:river2d_wua_discharge.png|thumb|250px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon.]]
+[[file:river2d_wua_discharge.png|thumb|250px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon (source:adapted from Boavida et al. (2010)).]]
 Developed by: Freshwater Institute in Winnipeg, Civil and Environmental Department of the University of Alberta in Edmonton, Midcontinent Ecological Science Center of the U.S. Geological Survey in Ft. Collins, and Fisheries Division of the Alberta Government in Cochrane.
@@ Line 40: / Line 40: @@
 =Relevant literature=
-*Boavida, I., Santos, J.M., Cortes, R., Pinheiro, A.N., Ferreira, M.T., 2010. Assessment of instream structures for habitat improvement for two critically endangered fish species. Aquat. Ecol. 45, 113–124. https://doi.org/10.1007/s10452-010-9340-x
+*Boavida, I., Santos, J.M., Cortes, R., Pinheiro, A.N., Ferreira, M.T., 2010. Assessment of instream structures for habitat improvement for two critically endangered fish species. Aquat. Ecol. 45, 113–124.
 *Bovee, K.D., Lamb, B.L., Bartholow, J.M., Stalnaker, C.B., Taylor, J., Henriksen, J., Tatlor, J., Henriksen, J., 1998. Stream Habitat Analysis using the Instream Flow Incremental Methodology. U.S. Goelogical Surv. Biol. Resour. Div. Inf. Technol. Rep.
-*García de Jalón, D., Gortázar, J., 2007. Evaluation of instream habitat enhancement options using fish habitat simulations: case-studies in the river Pas (Spain). Aquat. Ecol. 41, 461–474. https://doi.org/10.1007/s10452-006-9030-x
+*García de Jalón, D., Gortázar, J., 2007. Evaluation of instream habitat enhancement options using fish habitat simulations: case-studies in the river Pas (Spain). Aquat. Ecol. 41, 461–474.
-*Gard, M., 2009. Comparison of spawning habitat predictions of PHABSIM and River2D models. Int. J. River Basin Manag. 7, 55–71. https://doi.org/10.1080/15715124.2009.9635370
+*Gard, M., 2009. Comparison of spawning habitat predictions of PHABSIM and River2D models. Int. J. River Basin Manag. 7, 55–71.
-*Lacey, R.W.J., Millar, R.G., 2004. Reach scale hydraulic assessment of instream salmonid habitat restoration. J. Am. Water Resour. Assoc. 4, 1631–1644. https://doi.org/10.1111/j.1752-1688.2004.tb01611.x
+*Lacey, R.W.J., Millar, R.G., 2004. Reach scale hydraulic assessment of instream salmonid habitat restoration. J. Am. Water Resour. Assoc. 4, 1631–1644.
-*Rivaes, R., Boavida, I., Santos, J.M., Pinheiro, A.N., Ferreira, T., 2017. Importance of considering riparian vegetation requirements for the long-term efficiency of environmental flows in aquatic microhabitats. Hydrol. Earth Syst. Sci. 21. https://doi.org/10.5194/hess-21-5763-2017
+*Rivaes, R., Boavida, I., Santos, J.M., Pinheiro, A.N., Ferreira, T., 2017. Importance of considering riparian vegetation requirements for the long-term efficiency of environmental flows in aquatic microhabitats. Hydrol. Earth Syst. Sci. 21.
 *Steffler, P., 2000. Software River2D. Two Dimensional Depth Averaged Finite Element Hydrodynamic Model. University of Alberta, Canada.
-*Yarnell, S.M., Lind, A.J., Mount, J.F., 2012. DYNAMIC FLOW MODELLING OF RIVERINE AMPHIBIAN HABITAT WITH APPLICATION TO REGULATED FLOW MANAGEMENT. River Res. Appl. 177–191. https://doi.org/10.1002/rra
+*Yarnell, S.M., Lind, A.J., Mount, J.F., 2012. DYNAMIC FLOW MODELLING OF RIVERINE AMPHIBIAN HABITAT WITH APPLICATION TO REGULATED FLOW MANAGEMENT. River Res. Appl. 177–191.
 =Contact information=

@@ Line 6: / Line 6: @@
 [[file:river2d_wua_discharge.png|thumb|250px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon.]]
-Developed by: collaboratively between the Freshwater Institute in Winnipeg, the Civil and Environmental Department of the University of Alberta in Edmonton, the Midcontinent Ecological Science Center of the U.S. Geological Survey in Ft. Collins, and the Fisheries Division of the Alberta Government in Cochrane.
+Developed by: Freshwater Institute in Winnipeg, Civil and Environmental Department of the University of Alberta in Edmonton, Midcontinent Ecological Science Center of the U.S. Geological Survey in Ft. Collins, and Fisheries Division of the Alberta Government in Cochrane.
 Date: 2002
@@ Line 19: / Line 19: @@
 =Application=
-The River2D can be used to calculate the water depths and velocities for any point in the river reach. The final goal is to calculate the WUA for a given fish species and life-stages by using Habitat Suitability Curves.
+The River2D computes the water depths and velocities for any point in the river reach. The final goal is to calculate the WUA for a given fish species and life-stages by using Habitat Suitability Curves.
 As input data, the model requires channel bed topography, roughness and transverse eddy viscosity distributions, boundary conditions, and initial flow conditions. Boundary conditions usually take the form of a specified total discharge at inflow sections and fixed water surface elevations at outflow sections. Locating flow boundaries some distance away from areas of interest is important to reduce the effect of boundary conditions uncertainties. The 2D finite element model works with a triangular irregular mesh.

@@ Line 3: / Line 3: @@
 [[file:river2d_depth.jpg|thumb|350px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal.]]
 [[file:river2d_velocity.jpg|thumb|350px|Figure 3: Water velocity (m/s) output from River 2D. Ocreza River, Portugal.]]
-[[file:river2d_wua.jpg|thumb|350px|Figure 4:  Weighted Usable Area (WUA) (m2) for the European Eel. Ocreza River, Portugal.]]
+[[file:river2d_wua.jpg|thumb|350px|Figure 4:  Weighted Usable Area (WUA) (m<sup>2</sup>) for the European Eel. Ocreza River, Portugal.]]
-[[file:river2d_wua_discharge.png|thumb|350px|Figure 5: Weighted Usable AreaWUA (m2) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon.]]
+[[file:river2d_wua_discharge.png|thumb|350px|Figure 5: Weighted Usable AreaWUA (m<sup>2</sup>) and discharge in the Ocreza River for Iberian barbel (adult and juvenile), European eel (adult and juvenile) and Gudgeon.]]
 Developed by: collaboratively between the Freshwater Institute in Winnipeg, the Civil and Environmental Department of the University of Alberta in Edmonton, the Midcontinent Ecological Science Center of the U.S. Geological Survey in Ft. Collins, and the Fisheries Division of the Alberta Government in Cochrane.

@@ Line 33: / Line 33: @@
 The River 2D has been widely used to access the environmental flows (Rivaes et al., 2017), to study fish movements due to hydropeaking (Boavida et al., 2017; Yarnell et al., 2012), to calculate the suitability of spawning grounds (Gard, 2009), and for river restoration studies (Boavida et al., 2010; García de Jalón and Gortázar, 2007; Lacey and Millar, 2004).
-=Mitigation measures where MTD might be applied=
+=Relevant mitigation measures and test cases=
 {{Suitable measures for River2D}}

@@ Line 1: / Line 1: @@
 =Quick summary=
 [[file:river2d_layout.jpg|thumb|500px|Figure 1: River 2D layout images: (a) R2D_Bed; (b) R2D_Mesh; and (c) River2D.]]
 [[file:river2d_depth.jpg|thumb|350px|Figure 2: Water depth (m) output from River 2D. Ocreza River, Portugal.]]
@@ Line 11: / Line 12: @@
 Type: [[:Category:Tools|Tool]]
 =Introduction=