The sediment transport parameters and options are set using the Modify button, the forms for which forms are shown in Sediment Transport Options to Sediment Transport Options.
Figure 1 to Figure 6. The user also has the further option for setting the sediment bed with EE's Sediment Bed Initialization Tools. These are described in detail in the ViewPlan discussion.
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General Tab - Sediments
The principal settings for the number of sediment classes and bed layers are specified in the top frame under Major Settings as shown in Sediment Transport Options Figure 1. The user should define the number of sediment bed layers, cohesive and non-cohesive sediments. However, as with the toxics, these Major Settings parameters should only be changed with care and usually early in the model calibration process so as not to lose your initial and boundary conditions.
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The Bed Shear Calculation Options allows the user to choose from a number of different calculation options for bed shear stress computations. If non-cohesive and cohesive calculations are being performed, it is generally preferred to use the Separate Bed Stress in Coh & NonCo option.
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Figure 1 Sediment Transport – General.
Cohesives Tab - Sediments
Sediment Transport Options Figure 2 shows an example of the Cohesives tab in the Sediment Transport form. The user should specify the Cohesive Settling Flag where: 0-Simple; 1-Huang and Metha; 2-Shresta and Orlob; 3-Ziegler and Nesbit; 98-Lick Flocculation; 99-Lick Flocculation with Advective. If the Apply Vertical Diffusion check box is selected then vertical diffusion will be applied to the cohesives. When the Use Bulk (Mass) Erosion check box is selected the bulk erosion critical stress and rate will be used in the functions CSEDTAUB and CEDRESSB (still experimental at this time).
The number of columns shown in the input parameter grid varies with the number of classes to be modeled. The Diameter setting located at the bottom of the parameter grid sets the grain size that will be used in calculating d50's for the sediment bed. It is not used for any other calculations.
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For many of the fields in the Erosion & Deposition Parameters grid, clicking on a cell and pressing F2 pops up helpful information for that field.
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Figure 2 Sediment Transport – Cohesives.
Non-Cohesives Suspended Tab - Sediments
Sediment Transport Options Figure 3 shows the form with the Non-Cohesives Suspended tab shown. It is similar in function and operation to the Cohesives tab. Grain size for each non-cohesive class is required for the sediment transport computations. This value is also used as the grain size for the d50 calculations. A number of options for computing equilibrium concentrations are available in the Equilibrium Conc frame. This includes the option of equilibrium concentrations calculated from Sedflume data with or without critical shear stress. Setting the settling velocity or the critical shear stress values to numbers <0 results in EFDC computing those parameters values using the Van Rijn equations (1984a, 1984b).
Pressing F2 for help pops up information relevant to the current input field.
The Sediment Info button provides a sediment properties calculator which uses the Van Rijn equations to compute the critical stress and setting parameters. Pressing the Set Parameters button will initialize the sediment properties using the Van Rijn equations if the sediment diameter is specified prior to pressing the button.
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Figure 3 Sediment Transport – Non-Cohesives Suspended.
Non-Cohesives Bedload - Sediments
Sediment Transport Options Figure 4 shows the tab for the Non-Cohesives Bedload. The use of the Gamma parameters varies slightly between the different EFDC codes. The user should know how the Gamma's are used by reviewing the code prior to finalizing the desired inputs.
Pressing the Initialize Constants button will bring up a dialog box asking the user to select the bedload approach to use. EFDC_Explorer sets the bed load transport constants to standard literature values for the computational approach selected. The user should know how the Gamma's are used by reviewing the code prior to finalizing the desired inputs.
The Bedload Phi Options frame allows the user to choose from the following options Constant/Manual, Van Rijn, Engelund-Hansen, and Wu, Wang & Jia.
The Cell Face Transport Rate Option allows calculation based on the following options: Downwind Projection; Downwind Projection with Corner Correction; and by Averaging Vector Components. The Maximum Allowable Adverse Slope for Bedload setting will prevent bedload movement if cell to cell slope is > BLBSNT when BLBSNT is > 0.
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Figure 4 Sediment Transport – Non-Cohesives Bedload.
Morphology and Consolidation Tab - Sediments
Sediment Transport Options shows Figure 5 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.
The Bed Morphology Options form allows the user to choose between no bed changes (option 0) and allowing bed elevation changes (option 1). The Max. Water Depth is the maximum allowable depth to allow for the "lost" due to "NEG DEPTH" morphological change (EFDC_DSI EFDCPlus version only).
Bed Consolidation & Mechanics Options frame provides input to the main sediment bed consolidation options. The Bed Mechanics option must be 0-None, 1-Simple, or 2-Finite Strain. Option 2 is very a specialized approach and requires a detailed understanding of the of the Finite Strain implementation in the FORTRAN code. The consolidation rate is in seconds, not 1/seconds as earlier versions of EFDC.INP reported. The rate will usually be >100,000 seconds. The impact of the rate of consolidation can easily be tested using EFDC_Explorer's Single Column Sediment Layers post-processing function (see Sediment Bed Process Tools).
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Figure 4 5 Sediment Transport – Morphology and Consolidation.
Bed Processes – Sediments
The user options for the Bed processes tab are shown in Sediment Transport Options Figure 6. EFDC_Explorer now employs bed armoring functionality, allowing the user the options of: No No Armoring; Non-Cohesive Armoring for Garcia-Parker; and Armoring with Active Parent Layering. The layer options frame is displayed based on which armoring option is selected. For the case of armoring with Active-Parent layering, the user needs to specify an active layer thickness, usually <5 cm but based on the d50's, and whether the active layer is controlled by mass or thickness. EFDC can optionally initialize the active layer using the initial condition bed layering. This is a good approach for initial setup of a model when the bed configuration is not well defined.
The user may also specify the Non-Cohesive Resuspension Options, with a choice of modifications based on coefficients input by the user. This option modifies the critical shear stress for resuspension (i.e TAUR) based on the fraction of cohesives.
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Figure 5 6 Sediment Transport – Bed Processes.
Initial Conditions Tab - Sediments
Sediment Transport Options Figure 7 shows the sediment parameters form with the Initial Conditions tab selected. On this form the user selects how they would like to initialize the bed sediments for the model. This is done by selecting the option from the Sediment Initial Conditions Options frame. These options include: Constant Water Column and Bed; Spatially Varying Water Column; Spatially Varying Bed Conditions; and Spatially Varying Bed and Water Column.
If the user elects to set the Bed Mass Specification Option to specify the mass fraction, then and the BEDLAY.INP will required as an additional IC file.
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Figure 6 7 Sediment Transport – Initial Conditions.
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The Initialization of Sediment Beds frame provides a number of options to build sediments beds which are described in more detail in the Sediment Bed Construction section.