1. Introduction
This tutorial provides guidance on how to set up an EFDC SEDZLJ sediment model of the Yen & Lee experiment which measured bed topography and sediment sorting in a channel bend subject to unsteady flow conditions. This model is available for download from the EEMS website and some input files from are needed from this to follow this guidance.
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This model example is based on the Yen & Lee experiment and is constructed in EE10 using the state-of the-art sediment transport sub-model SEDZLJ developed by Sandia National Laboratories and now which has been incorporated to EEMS
2. Importing Grid
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Figure 3 Browsing for grid file.
4. Click OK button to finish grid creation.
Figure 4 Created grid.
5. Save the model by selecting this button 
and create a new directory
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8. In the new Flow Boundary Conditions form, select the flow table associated with this inflow boundary time series from the Flow table drop-down list
9. Select All to apply to all selected boundary cells. Click on Dist Factor to distribute flow to all boundary cells.
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4. In the new Hydraulic Structure Boundary Conditions form, select the rating curve data series from the Rating Table drop-down list
5. Select All to apply to all selected boundary cells
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