The Eulerian–Lagrangian–Agent method (ELAM) couples three modelling approaches into a single, integrated simulation environment: (i) Eulerian descriptions, (ii) Lagrangian formulations, and (iii) agent reference frameworks. ELAMS are particularly effective at decoding and simulating the motion dynamics of individual aquatic organisms, using the output of high fidelity computational fluid dynamics (CFD) models to represent complex flow fields. Here we describe the application of an ELAM to design a juvenile fish passage facility at Wanapum Dam on the Columbia River in the United States. This application is composed of three parts: (1) an agent-based model, that simulates the movement decisions made by individual fish, (2) an Eulerian CFD model that solves the 3D Reynolds-averaged Navier–Stokes (RANS) equations with a standard k–ɛ turbulence model with wall functions using a multi-block structured mesh, and (3) a Lagrangian particle-tracker used to interpolate information from the Eulerian mesh to point locations needed by the agent model and to track the trajectory of each virtual fish in three dimensions. We discuss aspects of the computational mesh topology and other CFD modeling topics important to this and future applications of the ELAM model for juvenille salmon, the Numerical Fish Surrogate. The good match between forecasted (virtual) and measured (observed) fish passage proportions demonstrates the value-added benefit of using agent-based models (i.e. the Numerical Fish Surrogate model) as part of common engineering practice for fish passage design and, more fundamentally, to simulate complex ecological processes.
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Research Article|
December 01 2006
Application of an Eulerian–Lagrangian–Agent method (ELAM) to rank alternative designs of a juvenile fish passage facility
L. J. Weber;
1IIHR Hydroscience & Engineering, College of Engineering, University of Iowa, Iowa City, IA 52242-1585, USA
Tel:+1 319 335 5597; E-mail: [email protected]
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R. A. Goodwin;
R. A. Goodwin
2Research Environmental Engineer, Environmental Laboratory, US Army Engineer Research & Development Center, CENWP-EC-HD, 333 SW 1st Ave, PO Box 2946Portland, OR 97208, USA
Tel:+1 503 808 4872; E-mail: [email protected]
Tel:+1 503 808 4872; E-mail: [email protected]
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S. Li;
S. Li
3IIHR Hydroscience & Engineering, College of Engineering, University of Iowa, Iowa City, IA 52242-1585, USA
Tel:+1 319 335 6061; E-mail: [email protected]
Tel:+1 319 335 6061; E-mail: [email protected]
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J. M. Nestler;
J. M. Nestler
4Environmental Modeling & System-Wide Assessment Center (CEERD-IV-Z), US Army Engineer Research & Development Center, 3909 Halls Ferry RdVicksburg, MS 39180-6199, USA
Tel:+1 601 634 2720; E-mail: [email protected]
Tel:+1 601 634 2720; E-mail: [email protected]
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J. J. Anderson
J. J. Anderson
5School of Aquatic & Fishery Sciences, University of Washington, 1325 4th Ave., Suite 1820Seattle, WA 98101, USA
Tel:+1 206 543 4772; E-mail: [email protected]
Tel:+1 206 543 4772; E-mail: [email protected]
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Journal of Hydroinformatics (2006) 8 (4): 271–295.
Citation
L. J. Weber, R. A. Goodwin, S. Li, J. M. Nestler, J. J. Anderson; Application of an Eulerian–Lagrangian–Agent method (ELAM) to rank alternative designs of a juvenile fish passage facility. Journal of Hydroinformatics 1 December 2006; 8 (4): 271–295. doi: https://doi.org/10.2166/hydro.2006.006
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