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Comment: moving details of constituents in gauge node to gauge node page

Overview of configuring constituents

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Refer to Working with rainfall-runoff models for more details on assigning a model, adding input data and changing parameters.

Figure 2. Constituent Model Configuration dialog

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Configuring constituents at nodes

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For each constituent, you can specify its observed concentration by entering a value, supplying a time series or defining a function (Figure 3).  You can compare any differences between the observed and modelled concentrations of constituents during a model run by recording Constituents » Constituent Name » Downstream Flow Concentration and Constituents » Constituent Name » Gauged Concentration.Enabling the Set to Gauged checkbox (Figure 3) results in the observed constituent concentration overriding the modelled concentration (Figure 3). In a gauge node, you can also override modelled flow with the observed flow by enabling Set Flow on the Observed Flow menu. These two settings are independent of each other. If you override the modelled constituent concentration and/or the modelled flow with observed data, there will be a change in constituent mass and mass balance. Changes in mass, concentration and mass balance can be recorded by navigating to Constituents » Constituent Name in the Parameters Pane and selecting the Unaccounted MassUnaccounted Concentration and Mass Balance parameters.You can choose to override the modelled constituent concentration with the observed concentration by enabling Set to gauged. Refer to Gauge node - Constituents for more information. 

Figure 3. Gauge node (Constituents)

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Figure 4. Storage node (Constituents)

Inlet channel mixing allows you to introduce mixing of constituents at a conveyance link (Figure 5). You specify a percentage of the wetland/storage volume that is conceptually represented by the conveyance link, and the remaining volume represents the main body of the storage/wetland. When exchange of water occurs between the wetland/river or the wetland/wetland, mixing of constituents is assumed to occur in the inlet channel. If the exchange of water is large enough to flush out the inlet channel, then the constituents will mix with the main body of the wetland, or the river depending on the direction of water exchange.

Figure 5. Storage node (Inlet channel mixing)

Additionally, for each constituent, you can configure various aspects of its concentration (Figure 6):

  • Additional Inflow Load – specify the amount of constituent to be added to the storage per time-step. It is not specific where this constituent mass comes from;
  • Groundwater – concentration of constituents entering the node via groundwater flow; and
  • Gauged Concentration – the recorded concentration at that storage node over time. This can be used to compare against modelled results.
Figure 6. Storage node, Constituent concentration

Constituents can be configured for storage routing links in the feature editor (Figure 7). In this screen, you can specify the link’s constituent concentration when the simulation begins. This parameter assigns a concentration for each modelled constituent in the scenario for the markers created in that link during the model initialisation. You can also specify the instream processing model, the parameters of which can then be configured by selecting Configure.

For each constituent, you can specify an increase in concentration from different sources, similar to constituents in the storage node (Figure 6). The parameters are:

  • Additional Inflow Load – specify the amount of constituent to be added to the storage routing link per time-step. It is not specific where this constituent mass comes from;
  • Groundwater – concentration of the constituent entering the link via groundwater flow; and
  • Timeseries Flux  – concentration of the constituent entering the storage routing link viaTimeseries Flux.
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Note: Unless there is either an initial storage or initial flow defined, there will be no constituent mass in the link at the start of the model simulation.
Figure 7. Storage Link Routing (Constituents) 

Configuring constituent in catchment models

Configuring constituent sources

The first step when configuring constituent sources is to add sources to the Constituents Configuration dialog (as described in Configuring constituents). By default, a single constituent source is added to the scenario when constituents are enabled. This can be changed by using the Set as Default contextual menu on the desired constituent source. The default source cannot be deleted and is the one that is automatically assigned to an FU/sub-catchment combination in the Constituent Model Configuration dialog (Figure 1).

By default, for a specified constituent, every sub-catchment/FU combination is assigned the default constituent source. To change the constituent source:

  • Select the constituent you wish to change the source for (the tree view on the left) and the corresponding row in the table. Note that you can choose either the filter OR generation model, as any changes are automatically applied to both; and
  • Right-click and choose Add Constituent Source » Current Constituent » <source name>. This will add a new row to the table, allowing you to assign and parameterise a new constituent generation or filter model for the selected constituent/FU.

You can also undertake the following actions using the same contextual menu:

  • The process to remove a constituent source from an FU is identical to adding one. Choose Remove Constituent Source » Current Constituent » <source name>. Note that at least one constituent source must exist at all times. If all sources have been removed, a new row with the default source will be automatically added;
  • Bulk assignments can be made to the table in one of two ways:
    • Using the All Constituents item; or
    • Selecting multiple rows, then right clicking and choosing the desired menu item. This becomes increasingly difficult as the scenario grows in size.
Figure 1. Constituent Model Configuration dialog

Note: Using filters in the Constituent Model Configuration dialog is similar to using them in the Feature Table (see Working with filters in the Feature Table). However, there is also a sub-catchment filter to help you find sub-catchments either by name or by using the sub-catchment map, see Sub-catchment filter.


Constituent filter models

Filter models represent any transformation of constituents between generation within the FU and arrival at the link upstream of the sub-catchment node. Filter models process constituents within the FU and as with constituent generation models, are applied to FUs. In the Constituent Model Configuration dialog, click on any of the defined constituents under Filter Models (in the tree menu). Note that in Source, only one filter model can be applied to a sub-catchment/FU combination.

Assign and parameterise filtering models as follows:

  1. First, assign a model to the sub-catchment/FU combination. To do this, change the model from the default (Pass through) to your required model:
    • Click on the cell in the Model column that you want to change; and
    • Click on the drop-down arrow that appears and choose the required model from the menu;
  2. Then, assign input data (if relevant) to the model in the PET and Rainfall columns (if relevant); and
  3. Finally, parameterise the filter model - depending on the chosen model, the right-side of the table will populate with the associated default parameters. Click on the cell and edit these values.

Constituent generation models

These describe how constituents (eg. sediments or nutrients) are generated within a functional unit and the resulting concentrations or loads delivered to the sub-catchment node. Click on any constituent to view the associated FU and generation model for each sub-catchment. Follow the same steps outlined for filter models to assign, add input data and parameterise constituent generation models. The available constituent generation models are:

  • EMC/DWC - the Event Mean Concentration (EMC) Dry Weather Concentration (DWC) model applies two fixed constituent concentrations (EMC & DWC) to an FU to calculate the total constituent load.
  • Export rate - this model applies a fixed constituent generation rate to a functional unit (FU) to calculate total constituent load. It requires only a single parameter so is quick to use and therefore useful for exploring sensitivity.
  • Nil Constituent - this model is used as a substitute constituent generation model where no constituent load needs to be modelled for a given constituent from a given FU
  • Observed concentration - this option allows you to assign observed quick flow and slow flow concentrations. 
  • Power Function - this model fits a rating curve describing the relationship between constituent concentration or load and discharges. It is a straight power curve, where flow in ML/d has been used to generate a relationship with the solute concentration (mg/L), 
  • Power Function (flow in mm) - this model is the same as the Power Function model, but uses a normalised power curve, where flow in mm/d has been used to generate a relationship with the solute concentration (mg/L).

 In this case, the default constituent generation model is Nil Constituent.

Linking constituent generation and filter models

Note: This functionality is currently under development and not all models can be linked. The description that follows is an illustration of what van be undertaken in Source.

Constituent generation and filter models may require one or more of their parameters to originate from another one, for each time-step. That is, a model's input may depend on the output of another model. 

Consider the Nutrient Delivery Ratio (NDR) and Sediment Delivery Ratio (SDR) models. The output of an NDR model depends on the input of the SDR filter model. To configure constituent model linking between these two models for a given FU and constituent source, assign one SDR to the sediment constituent, and one NDR to each other appropriate constituent. A link is then created between the quick flow in parameter on the SDR and the quick flow sediment in parameter on the NDRs. The link system would ensure that the SDR has run before the NDRs, ensuring the correct flow of data at the right time. 

Note: Source detects circular dependencies, and will notify you if a defined link needs to be corrected prior to proceeding.


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