2016
DOI: 10.1016/j.advwatres.2015.09.017
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The international river interface cooperative: Public domain flow and morphodynamics software for education and applications

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Cited by 104 publications
(89 citation statements)
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“…1), which is part of the modelling software iRIC (Nelson et al, 2010), was used to predict the hydraulic habitat conditions (e.g., flow velocity, water depth). Similar to other 2D hydrodynamic models, FaSTMECH numerically solves the basic mass conservation equation and two horizontal components of momentum conservation to calculate two horizontal flow velocity vectors and water depth.…”
Section: -D Hydrodynamic Modellingmentioning
confidence: 99%
“…1), which is part of the modelling software iRIC (Nelson et al, 2010), was used to predict the hydraulic habitat conditions (e.g., flow velocity, water depth). Similar to other 2D hydrodynamic models, FaSTMECH numerically solves the basic mass conservation equation and two horizontal components of momentum conservation to calculate two horizontal flow velocity vectors and water depth.…”
Section: -D Hydrodynamic Modellingmentioning
confidence: 99%
“…FaSTMECH solves the depth-and Reynolds-averaged momentum equations in the streamwise (s) and cross-stream (n) directions, in a channel-fitted curvilinear coordinate system, using a finite-difference solution (Nelson et al, 2003(Nelson et al, , 2016. Bed stress closure 5 is achieved through a drag coefficient scheme (Cd), where boundary shear stress ( ) in the streamwise (s) and stream-normal (n) directions are estimated as:…”
Section: Flow Modelmentioning
confidence: 99%
“…To characterize the influence of a vegetated bar on channel-bend hydraulics, we used FaSTMECH (version 2.3.2), a hydrostatic, quasi-steady flow model contained within iRIC (Nelson et al, 2016; http://i-ric.org/en/index.html). FaSTMECH solves the depth-and Reynolds-averaged momentum equations in the streamwise (s) and cross-stream (n) directions, in a channel-fitted curvilinear coordinate system, using a finite-difference solution (Nelson et al, 2003(Nelson et al, , 2016.…”
Section: Flow Modelmentioning
confidence: 99%
“…The photogrammetry-generated DEMs were then used as topographic input to Nays2DH, a depth-averaged hydrodynamic model implemented within the International River Interface Cooperative software framework (Nelson et al 2016). Nays2DH solves the shallow water equations using a general curvilinear grid for numerical discretization;…”
Section: Hydrodynamic Modellingmentioning
confidence: 99%