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1  Introduction

This tutorial document will guide you how to setup a Coastal Sediment Model base on Tra_khuc example. So it is supposed that the hydrodynamic model of Tra Khu _Khuc has been set ( Build a 3D Coastal Model). so that it adds the sediment transport to this model.

2  Generate a Sediment Transport Model

Open the Tra_Khuc Hydrodynamic Model ( See 3D Coastal Sediment Model - Tra Khuc Estuary Figure 1)

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Figure 1  EE main form of Tra_Khuc Hydrodynamic Model.

Activate Sediment Modules

The user go to Active Modules tab, check on boxes to activate sediment ( See 3D Coastal Sediment Model - Tra Khuc Estuary Figure 2), the Sediments tab will be added to the left-side tab.

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Figure 2  Activate Sediment Module.

Set Sediment Transport Parameters and Options

Click Sediments tab on the left-side tab then click Modify button (See 3D Coastal Sediment Model - Tra Khuc Estuary Figure 3). A form of Sediments and Sediment Bed Properties appear, the user put the number of Sediment Bed Layers, Cohesives, and Non-cohesives ( See 3D Coastal Sediment Model - Tra Khuc Estuary Figure 4).

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Figure 4  Sediment Transport – General.

Cohesives Tab



Figure 5  Sediment Transport – Cohesives.

Non-Cohesives Suspended Tab

The userput values of IC WC Conc, IC Bed Mass, Specific gravity, and Median Diameter then select Van Rijn option of Equilibrium Conc then click Set Parameters to initialize the sediment properties using the Van Rijn equations. (See 3D Coastal Sediment Model - Tra Khuc Estuary Figure 6).

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Figure 6  Sediment Transport – Non-Cohesives Suspended.


Non-Cohesives Bedload

3D Coastal Sediment Model - Tra Khuc EstuaryFigure 7 shows the tab for the Non-Cohesives Bedload. Pressing the Initialize Constants button will bring up a dialog box asking the user to select the bedload approach to use ( See 3D Coastal Sediment Model - Tra Khuc Estuary Figure 8 ). EFDC_Explorer sets the bed load transport constants to standard literature values for the computational approach selected.

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Figure 8  Bedload Constants Initialization.


Morphology and Consolidation Tab

3D Coastal Sediment Model - Tra Khuc Estuary Figure 9 shows the tab for the Morphology & Consolidation of the sediment properties option. In this tab the user may specify various bed consolidation and bed morphology settings.

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Figure 9  Sediment Transport – Morphology and Consolidation.


Bed Processes

3D Coastal Sediment Model - Tra Khuc EstuaryFigure 10 shows the tab for the Bed Processes.

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Figure 10  Sediment Transport – Bed Processes.

Initial Conditions Tab

There are several ways to build sediment beds in EFDC_Explorer. The simplest option is to create a uniform bed as shown in 3D Coastal Sediment Model - Tra Khuc Estuary Figure 11. Other option, using a sediment cores with grainsize which is described in Sediment Bed Core Initialization.

3D Coastal Sediment Model - Tra Khuc EstuaryFigure 11 shows the sediment parameters form with the Initial Conditions tab selected.

  • Select Spatially Varying Bed Conditions; Specify Mass Fraction
  • Click Create Uniform Bed button, a form of Inorganic Sediment Bed Constructor appears, enter values for uniform cohesives and Non-cohesives as shown in 3D Coastal Sediment Model - Tra Khuc Estuary Figure 12
  • Then click Create Sediment Bed button

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Figure 12  Uniform Sediment Bed Generation.


Set Up Boundary Condition for Sediment

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Figure 15  Non-Cohesive Sediment Data Series.

Assigning the sediment concentration BC

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Figure 18  Modify/Edit Flow BC Properties.

Model Layers Setting

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Figure 19  Set Water Layer of Model.

Save and Run Sediment Model

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Figure 20  Save and Run Model.

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Figure 21  EFDC Sediment Model Running Window.

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