2009
DOI: 10.1016/j.jglr.2008.08.001
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Evaluation of dike-type causeway impacts on the flow and salinity regimes in Urmia Lake, Iran

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Cited by 76 publications
(31 citation statements)
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“…To apply bathymetry and the drought conditions, hydrodynamic models (2D or 3D) can be used. 3D models can present more reliable and rational hydrodynamic simulations (Zeinoddini et al 2009). Here, a 3D model (FVCOM) capable of accurately solving the scalar conservation equations along with topological flexibility provided by unstructured meshes was used (Chen et al 2003).…”
Section: Introductionmentioning
confidence: 99%
“…To apply bathymetry and the drought conditions, hydrodynamic models (2D or 3D) can be used. 3D models can present more reliable and rational hydrodynamic simulations (Zeinoddini et al 2009). Here, a 3D model (FVCOM) capable of accurately solving the scalar conservation equations along with topological flexibility provided by unstructured meshes was used (Chen et al 2003).…”
Section: Introductionmentioning
confidence: 99%
“…However, a faster settling velocity for the particles has been tested to examine shorter transport distances than the average settling velocities of the present simulation [24,44]. (3) It should be noted that although the dispersion coefficient changes with time and location (this is the same as the flow velocity), flow velocity changes may play a considerably larger role than the variable dispersion coefficient for pollutant transport [49,50]. Because the current 2D hydrodynamic model has the ability to represent the velocity field of Poyang Lake [28,30], thereby the spatial pattern of transport trajectory and the magnitude of residence time cannot produce large changes.…”
Section: Discussionmentioning
confidence: 99%
“…The dye quickly arrived at the northward outlet, attributed to the along-channel advection-dominated regime, which is mostly due to the rapid along-channel water flows from shallower to deeper regions of the lake (Figures 6 and 13) as a result of the large water level gradients (Figure 2). It should be noted that although the dispersion coefficient changes with time and location (this is the same as the flow velocity), flow velocity changes may play a larger role than the variable dispersion coefficient of the hydrodynamic model [49,50].…”
Section: Travel Time For the Potential Pollution Sources And Physicalmentioning
confidence: 99%