Modelling farm dams in Source using the Onstream Farm Dam node
Create Onstream Farm Dam node(s)
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in a Source model
Modelling farm dams in Source is more commonly undertaken as part of a catchment model, where sub-catchment flows provide the inflows to each farm dam node. However, the farm dam node is available from the Node palette and can also be used in a schematic river system model. The creation of a farm dam node (1) in a river system model from the Schematic Editor and (2) in a catchment model from the Geographic Editor , is different. The methods for both models are described separately below:
(1) From the Schematic Editor
The green triangle icon 
on An onstream farm dam node is represented in the Node Palette represents the onstream farm dam as a green triangle . Dragging the node icon from the Node Palette to the Schematic Editor interface can create will drop a farm dam node in an existing Source model. This node . The accurate can then be manually linked to other nodes in the model as needed. Accurate coordinates of farm dams’ positions are not required but can be entered through the Source Feature Table if required.
(2) From the Geographic Editor
There are two ways to add the onstream farm to the Onstream farm dam nodes can be applied to a catchment model from the Geographic Editor individually or in bulk:
a. Change
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a single existing model element in a Source catchment model to an onstream farm dam
The first step is to select an existing model element (e.g., a Confluence node) and right. Right-click on it, and the selected node to display the context menu then will be displayed. Clicking Click on the menu item of Change Node Model (step 1 in Figure 21) on the context menu will to display the an additional context menu, and further clicking on . Select the Onstream Farm Dam option (step 2 in Figure 21) will to change the node to an Onstream Farm Dam that is displayed as a green triangle icon. The user can use the menu item of Add Node (. If there is no existing model element, the Add Node option (step 3 in Figure 21) can be used to add a Confluence node for subsequent node model change if needed. The accurate coordinates of farm dams’ positions may not be essentialchanges.
Figure 2 1 Modeling Onstream Farm Dam node from Geographic Editor
b. Bulk Change Node Models for onstream farm dams
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Right-clicking on any place in the Geographic Editor model interface of Geographic Editor will display a context menu, which includes the menu item the Bulk Change Node Model menu item (step 4 in Figure 21). This menu item allows the user to bulk change a group of nodes to onstream farm dams at once. The procedure is as follows:
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- Prepare a location shapefile of the nodes for the fam farm dams - These to facilitate later conversion, these exact locations should be already have been used during the model building and should already exist as e.g. Confluence nodes in the catchment model.Open Bulk Change Node Models editor - Clicking on the menu item
- Right-click to select the Bulk Change Node Model will show the interface of menu item. This will open the Bulk Change Node Models editor interface (Figure 32). Initially, the contents in the contents of the Nodes Located box and the selected item in the dropdown list of destination node types are empty.
- Configure Bulk Change Node Models editor - Clicking on Click on the button of to Load node location shape file (Figure 32). This will display the an Open dialogue box, which allows the user to select the a prepared location shape file. After the user clicks on the OK button on in the Open dialogue box, the node names of the matching nodes (e.g. 156, 157) in the Source model will be displayed in the Nodes Located box, and those . These nodes must have the exact locations as defined in the shapefile. The user must select Select Onstream Farm Dams Dam as the target node type from the dropdown list below the Nodes Located box.
- Convert the selected nodes to destination node type – Clicking on the button of Select Change all loaded nodes (as in Figure 3 will 2) to convert all nodes in the Nodes Located box to the selected target node type in the dropdown list (e.g. Onstream Farm Dams Dam in Figure 32).
- The user can repeat the above steps to convert nodes to other types if needed. Otherwise, clicking click on the Done button can to close the window.
Note that : The Bulk Change Node Models tool can also can be used to convert the located nodes to other types, such as Supply Points, Gauges, etc. The procedure is the same as the above one for onstream farm dams, and the user just needs to select the expected node type (e.g. g Supply PointsSupply Point) from the dropdown list instead of Onstream Farm DamsDam.
Figure 3 2 Bulk Change Node Model editorModels interface
Configure Onstream Farm
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Dam node(s) in
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a Source model
There are two ways to configure the The parameters of the an onstream farm dam . One method is for the individual node of the Onstream Farm Dam, and another method is for all nodes of modelled Onstream Farm Dams. Two methods can be used jointly.
For an individual node of the Onstream Farm Dam
The user can use Future Editor (such as Edit in Figure 2) to set up the parameters of the farm damcan be configured individually per node using the Feature Editor of each node. Since a farm dam model typically contains many farm dam nodes, this method can be time consuming. Another option is to configure multiple nodes of modelled onstream farm dams using the Source Feature Table. These two methods can be used in conjunction to facilitate model configuration.
1 Configure an individual Onstream Farm Dam node
Double-click on a node or right-click to access the Edit option will open the node Feature Editor. The user can then use the Feature Editor to set up the farm dam node parameters. Clicking on Edit from the selected farm dam node will open the farm dam editor (Figure 43)
Figure 4 3 Farm dam Dam editor – Dam Information
a. Dam Information
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The farm dam information
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is on the default interface of the farm dam editor (Figure
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3). The parameters
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Dam Capacity, Max. Dam Surface Area and Initial Storage Percentage in Figure
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3 are self-
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explanatory. Other parameters are described below.
- Diversion Fraction - decides This parameter indicates how much the “upstream” flow, which includes both the upstream flow and interstation inflow, will be involved of the upstream inflow is 'diverted' to pass through the farm dam and will be included in the water balance calculation in for the edited farm damnode. The remaining water in the “upstream” flow will be diverted directly re-directed (through bypass) to the downstream flow.
- Dead Storage Volume (/Dead Storage Proportion) – is the volume of the farm dam stored below the level of the lowest outlet (the minimum supply level). The demand and release requirements cannot access this water, but the natural loss (e.g. evaporation, seepage) in this water still occurs. Dead Storage Volume can also be
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- input as
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- a percentage or proportion of Dam Capacity by ticking the Use Proportion checkbox. The parameter name will
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- change to Dead Storage Proportion when the Use Proportion checkbox is ticked. The user can click on the %/
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- proportion button to swap the type between percentage (%) and proportion.
Note that the values entered from different types (i.e., volume, percentage, and proportion) for the same farm dam
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will only be automatically converted
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once the configuration is saved by clicking on the OK button of the Editor interface.
The Dead Storage Volume can be entered
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as (a)
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a
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Value, (b)
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a Data Source
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- normally
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a time series
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, or (c)
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a Function.
The allowable range of Dead Storage Volume is between zero and max capacity.
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Percentage and proportion
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ranges are from 0 to 100 and 0 to 1 respectively. If the entered values are not within the permitted range,
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a run error will occur. The user then needs to fix this issue. The example screen of the error message (e.g. for entering -1) is shown in Figure
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4. “166” in Figure
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4 is the name of the associated farm dam node.
Figure
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4 Run error screen for unsuitable input of Dead Storage Volume
- Bypass Flow - defines the maximum capacity of the flow bypassed from the upstream flow defines a low flow/environmental flow bypass requirement for onstream farm dams. Flow is transferred from upstream directly to the downstream of the farm dam.
Now Bypass Flow can be entered by four types of data sources: (a) from a value, (b) from Data Source, normally it is a time series, (c) from the function and (d) a Monthly Pattern shown in Figure 65.
Figure
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5 The Editor Screen of Select Source for ByPass Flow
The Bypass Flow is designed to be greater or equal to zero. If the entered value is negative,
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a run error will occur. The user then needs to fix this issue. The example screen of the error message (for entering -2 for Bypass Flow) is shown in Figure
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6.
Figure
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6 Running error message for unsuitable input of Bypass Flow and Release Volume
- Release Volume - defines the voluntary water release requested from the farm dam. The volume(s) can be entered by three types: (a) from a value, (b) from Data Source, which normally is a time series and (c) from the function.
The Release Volume is also greater or equal to zero. If the entered value is negative, the running error will occur (Figure 76). The user then needs to fix this issue.
- Dam Surface Area Options - provides three options for the dam surface area during the water balance calculation:
- Constant dam surfaces area using ‘Max. Dam Surface Area’ parameter – The entered constant value of Dam Surface Area is used in water balance calculation such as converting rainfall and evaporation from the depth to volume in the farm dam storage.
- Allow dam surface area to vary according to dam volume - The area will be calculated on the basis of the storage volume, default equations and parameters. The storage volume is from the beginning of the time step. The calculated dam surface area at each time step will be used in water balance calculation. Custom Equation Parameters check box is unticked.
- Custom Equation Parameters – This function works only when the option Allow dam surface area to vary according to dam volume is selected and the Custom Equation Parameters check box is ticked. The dam surface area will be calculated based on the storage volume at the beginning of the time step, and the equation of Volume =A*Area^B. Where A and B are input parameters from the Interface. The calculated area at each time step will be used in water balance calculation.
(2) Interstation Flow:
Inflows into a farm dam in this farm dam model come from two alternative sources: (i) overflows from the upstream dam(s) and (ii) the local flow generated by the interstation area between the upstream dams and this dam.
Clinking on the Interstation Flow in the left panel of Figure 4 will display the Interstation flow parameters in the right panel for the configuration (Figure 8). The parameters include Scaling Factor and Reference Timeseries Values/Data Source. The user can select the option Values for the constant value or Data Source for a timeseries defined in Source Data Sources.
The interstation inflow is calculated based on a reference value or time series (i.e., at a flow gauge) that has been scaled down/up. If the scaling factor is 0.8 and the reference timeseries value is 0.25 ML/d, the Actual Interstation Flow (ML) is 0.2 ML/d. The scaling factor reflects (a) the interstation catchment area relative to the reference catchment area; and (b) the nonlinear relationship between the catchment area and flow.
Figure 8 Farm dam editor – Interstation Flow
(3) Seepage
Seepage from the farm dam into the underlying soil can be modelled by defining an exfiltration rate (e.g., mm/d). The water that seeps from the farm dam is lost from the catchment and does not re-enter the system downstream.
Clinking on the Seepage in the left panel of Figure 4 will display the Seepage parameter in the right panel for configuration (Figure 9). The parameters can be configured by the constant value or time series from Data Source.
Figure 9 Farm dam editor – Seepage
(4) Demand
Clinking on the Demand in the left panel of Figure 4 will display the demand parameters in the right panel for configuration (Figure 10). The demand parameters include Demand Factor and Demand Timeseries Values/Data Source. The demand factor can be estimated from the ratio of the average annual demand of the farm dam volume.
In this farm dam model, the demand is not directly using Demand Timeseries. The demand volume is determined by the demand factor and farm dam volume, and its temporal distribution is determined by the Demand Timeseries Values/Data Source.
Figure 10 Farm dam editor – demand
(5) Rainfall
Clinking on the Rainfall in the left panel of Figure 4 will display the rainfall parameters in the right panel (Figure 11). The parameter is the rainfall to the edited farm dam, and it can be configured by constant Values or timeseries data in Data Sources. Its unit is depth such as mm, and Source will convert it to volume by the dam area calculated as the description in section (1) The farm dam information.
Figure 11 Farm dam editor – Rainfall
(6) Evapotranspiration
Clinking on the Evapotranspiration in the left panel of Figure 4 will display the evapotranspiration parameters in the right panel (Figure 12). The parameter is the evapotranspiration from the edited farm dam, and it can be configured by constant Values to timeseries in Data Source. Its unit is depth such as (mm/day) and Source will convert it to volume using the calculated dam area as the description in section (1) The farm dam information.
Figure 12 Farm dam editor – Evapotranspiration
Clicking on the OK button in Figure 4 will save the setup of the farm dam. The Cancel button will discard the entered parameters.
For all Onstream Farm Dams nodes
Source allows inputting, editing, checking, and outputting all parameters of all farm dams together. Tool menu item Edit » Feature Table... can access Feature Table for this functionality (Figure 13). Clicking on the Onstream Farm Dam in the left panel (Figure 13) will display the existing values of all editable parameters for all onstream farm dams in the right panel.
The Feature Table headlines of all parameters are the same as (or similar to) those names described in the above section of For an individual node of Onstream Farm Dam except for seven headlines below:
- Dead Storage Set Using Proportion – This is related to the value of Use Proportion checkbox on the Interface (Figure 4). Its change in the Feature Table will decide which one, Dead Storage Volume or Dead Storage Proportion, will be editable in the Feature Table.
- Dead Storage Volume and Dead Storage Proportion - The definitions of both columns are the same as those in Figure 4. However, although both columns are listed in the Feature Table, only one column in each row can be saved. The edited values in cells of column Dead Storage Proportion will be saved if Dead Storage Set Using Proportion(s) in the same rows are selected. Otherwise, the edited values in the cells of column Dead Storage Volume will be saved. After the Feature Table is saved, the remaining cells in another column (either Dead Storage Volume or Dead Storage Proportion) will be automatically converted from the saved cells by Source.
- Dam Surface Area Calculation – which only has two values for selection: Constant or Variable. The value of Constant indicates the option of Constant dam surfaces area using ‘Max. Dam Surface Area’ parameter (Figure 4) will be used in the water balance calculation. Variable indicates the option Allow dam surface area to vary according to dam volume (Figure 4) will be used in water balance calculation.
- Is Custom Param – shows the value of the check box Custom Equation Parameters (Figure 4). Its value only works when Variable is selected in the column Dam Surface Area Calculation.
- SA-Volume EQN A Factor - the value for A Factor (Figure 4). Its value will be used only when Dam Surface Area Calculation column is Variable and Is Custom Param is ticked.
- SA-Volume EQN B Factor - the value for B Factor (Figure 4). Its value will be used only when Dam Surface Area Calculation column is Variable and Is Custom Param is ticked.
The user can directly edit all parameters from Feature Table.
Figure 13 Farm dam configuration for multiple farm dams through the Feature Table
Recorders of Onstream Farm Dam node
Some recorders for the onstream farm dam in Source are described below to clarify the difference between the similar recorders.
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Recorder
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Description
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Note
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Bypass Flow (ML/d)
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The input parameter of the capacity of bypass in the current farm dam.
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Actual bypassed flows (ML)
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The real bypass flows in the time step from the bypassway to the downstream at the current farm dam. It is limited by available upstream flow and Interstation station flow
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Interstation Flow Reference series (ML/d)
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The input Reference data for Interstation Flow.
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Actual Interstation Flow (ML)
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The real Interstation Flow in the time step to the current farm dam, and its value is the product of the Scaling Factor and Interstation Flow Reference series.
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Evapotranspiration (mm/d)
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The input data of evapotranspiration from the current farm dam.
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Actual Evaporation Volume (ML)
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The real evaporation volume in the time step from the current farm dam and its value is based on the dam surface area and inputted Evapotranspiration (mm/d) in the time step.
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Rainfall (mm/d)
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The input data of rainfall to the current farm dam.
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Actual Rainfall Volume (ML)
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The real rainfall volume in the time step to the current farm and its value is based on the dam surface area and inputted rainfall (mm/d) in the time step.
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SeepageTS (mm/d)
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The input data of seepage from the current farm dam.
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Actual Seepage (ML)
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The real seepage volume in the time step from the current farm dam and its value is based on the dam surface area and inputted SeepageTS (mm/d) in the time step.
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Demand Timeseries Value (ML/d)
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The input template data of demand timeseries from the current farm dam.
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Actual Demand Volume (ML)
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The real water volume is used for the demand request from the current farm dam in the time step. Its temporal distribution is determined by Demand Timeseries Value (ML/d) while its value can be different to Demand Timeseries Value (ML/d).
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Supplied Demand Volume (ML)
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The actual released water to meet the requested Actual Demand Volume (ML). It should equal to or less than the Actual Demand Volume (ML).
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Diversion Fraction (%)
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The input parameter defines how many percentages of the upstream flow will be directly diverted to the current farm dam.
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Actual Diverted flows (ML/d)
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The proportioned “upstream” flow, which includes both the upstream flow and interstation inflow, is involved in the water balance calculation for the current farm dam. It is the “upstream” flow scaled down/up by Diversion Fraction (%).
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Dead Storage Volume (ML)
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The input value/time series/function of the Dead Storage Volume (ML). This parameter and the Dead Storage Proportion (%) below are the same parameter in different types. The user only needs to enter one type, and Source will automatically convert one type to another and record both.
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Dead Storage Proportion (%)
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The input value/time series/function of the Dead Storage Volume (ML). This parameter exists as the percentage/proportion of dam capacity.
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Storage Record (ML)
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The simulated storage volume of the farm dam at the end of the time step. This recorder replaces the common recorder of Storage Volume (ML) in the Farm Dam node.
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Release Volume (ML)
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The input parameter for water rerelease requests.
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Actual Release Volume (ML)
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The actual water released to meet the Rerelease Volume requests and its value is limited by the available water.
Migrate the Source model using the FarmDams plugin across to CORE
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- Activation Date Enabled and Activation Date- defines whether the farm dam will be ignored in the water balance simulation and when the Source begins to use the data of this farm for water balance simulation if Activation Date Enabled is ticked. The setup consists of two steps: (1) ticking on the check box of Enable Active Date will ignore this farm data in the water balance simulation. (2) enter a date in the text box of the Activation Date. From that date, Source will begin to use the data of this farm dam in the water balance simulation until the End Date of the simulation. The entered date will be automatically truncated by the Start Date and End Date during the simulation.
Before the Activate Date (e.g. before 01/01/2000 in Figure 3), the farm dam merely passes on the inflows straight to the outflow without any water balance calculations. The recorders will still be active and record the values during the inactive period, but any calculation-related recorders will be set as zero, and the outflow will equal the inflow. On the date of activation, the node will start functioning as normal. If the Activation Date Enabled is not ticked, the node is functioning as normal as well.
Note that two parameters (i.e., Activation Date Enabled and Activation Date) are used instead of one parameter because this feature is only required by the farm dam node. Using two parameters in software development can avoid affecting other parts of Source but only affect the fam dam node.
- Dam Surface Area Options - provides three options for the dam surface area during the water balance calculation:
- Constant dam surfaces area using ‘Max. Dam Surface Area’ parameter – The entered constant value of Dam Surface Area is used in water balance calculation such as converting rainfall and evaporation from the depth to volume in the farm dam storage.
- Allow dam surface area to vary according to dam volume - The area will be calculated on the basis of the storage volume, default equations and parameters. The storage volume is from the beginning of the time step. The calculated dam surface area at each time step will be used in water balance calculation. Custom Equation Parameters check box is unticked.
- Custom Equation Parameters – This function works only when the option Allow dam surface area to vary according to dam volume is selected and the Custom Equation Parameters check box is ticked. The dam surface area will be calculated based on the storage volume at the beginning of the time step, and the equation of Volume =A*Area^B. Where A and B are input parameters from the Interface. The calculated area at each time step will be used in water balance calculation.
b. Interstation Flow
Interstation flow is typically used in a Schematic representation of onstream farm dam functionality. Inflows into an onstream farm dam are assumed to come from two sources:
(i) overflows from the upstream dam(s), and
(ii) the local flow generated by the interstation area between an upstream dam and this dam. In a Source catchment model this local flow is contributed as local sub-catchment outflow, also known as lateral flow.
Clicking on the Interstation Flow in the left panel of Figure 3 will display the Interstation flow parameters in the right panel for the configuration (Figure 7). The parameters include Scaling Factor and Reference Timeseries Values/Data Source. The user can select the option Values for the constant value or Data Source for a timeseries defined in Source Data Sources.
The interstation inflow is calculated based on a reference value or time series (i.e., at a flow gauge) that has been scaled down/up. If the scaling factor is 0.8 and the reference timeseries value is 0.25 ML/d, the Actual Interstation Flow (ML) is 0.2 ML/d. The scaling factor reflects (a) the interstation catchment area relative to the reference catchment area and (b) the nonlinear relationship between the catchment area and flow.
Figure 7 Farm dam editor – Interstation Flow
c. Seepage
Seepage from the farm dam into the underlying soil can be modelled by defining an exfiltration rate (e.g., mm/d). The water that seeps from the farm dam is lost from the catchment and does not re-enter the system downstream.
Clicking on the Seepage in the left panel of Figure 3 will display the Seepage parameter in the right panel for configuration (Figure 8). The parameters can be configured by the constant value or time series from the Data Source.
Figure 8 Farm dam editor – Seepage
d. Demand
Clinking on the Demand in the left panel of Figure 3 will display the demand parameters in the right panel for configuration (Figure 9). The demand parameters include Demand Factor and Demand Timeseries Values/Data Source. The demand factor can be estimated from the ratio of the average annual demand of the farm dam volume.
In this farm dam model, the demand is not directly using Demand Timeseries. The demand volume is determined by the demand factor and farm dam volume, and its temporal distribution is determined by the Demand Timeseries Values/Data Source.
Figure 9 Farm dam editor – demand
e. Rainfall
Clicking on the Rainfall in the left panel of Figure 3 will display the rainfall parameters in the right panel (Figure 10). The parameter is the rainfall to the edited farm dam, and it can be configured by constant Values or timeseries data in Data Sources. Its unit is depth such as mm, and the Source will convert it to volume by the dam area calculated as the description in section (1) The farm dam information.
Figure 10 Farm dam editor – Rainfall
f. Evapotranspiration
Clicking on Evapotranspiration in the left panel of Figure 3 will display the evapotranspiration parameters in the right panel (Figure 11). The parameter is the evapotranspiration from the edited farm dam, and it can be configured by constant Values to timeseries in Data Source. Its unit is depth such as (mm/day), and the Source will convert it to volume using the calculated dam area as the description in section (1) The farm dam information.
Figure 11 Farm dam editor – Evapotranspiration
The OK button (Figure 3) will save the farm dam setup. The Cancel button will discard the entered parameters.
2 Configure multiple Onstream Farm Dam nodes
The Source Feature Table allows inputting, editing, checking, and outputting all parameters of all farm dams together. Tool menu item Edit » Feature Table... can access Feature Table for this functionality (Figure 12). Clicking on the Onstream Farm Dam in the left panel (Figure 12) will display the existing values of all editable parameters for all onstream farm dams in the right panel.
The Feature Table headlines of all parameters are the same as (or similar to) those names described in the above section of For an individual node of Onstream Farm Dam except for seven headlines below:
- Dead Storage Set Using Proportion – This is related to the value of Use Proportion checkbox on the Interface (Figure 3). Its change in the Feature Table will decide which one, Dead Storage Volume or Dead Storage Proportion, will be editable in the Feature Table.
- Dead Storage Volume and Dead Storage Proportion - The definitions of both columns are the same as those in Figure 3. However, although both columns are listed in the Feature Table, only one column in each row can be saved. The edited values in cells of column Dead Storage Proportion will be saved if Dead Storage Set Using Proportion(s) in the same rows are selected. Otherwise, the edited values in the cells of column Dead Storage Volume will be saved. After the Feature Table is saved, the remaining cells in another column (either Dead Storage Volume or Dead Storage Proportion) will be automatically converted from the saved cells by Source.
- Dam Surface Area Calculation – which only has two values for selection: Constant or Variable. The value of Constant indicates the option of Constant dam surfaces area using ‘Max. Dam Surface Area’ parameter (Figure 3) will be used in the water balance calculation. Variable indicates the option Allow dam surface area to vary according to dam volume (Figure 3) will be used in water balance calculation.
- Is Custom Param – shows the value of the check box Custom Equation Parameters (Figure 3). Its value only works when Variable is selected in the column Dam Surface Area Calculation.
- SA-Volume EQN A Factor - the value for A Factor (Figure 3). Its value will be used only when Dam Surface Area Calculation column is Variable and Is Custom Param is ticked.
- SA-Volume EQN B Factor - the value for B Factor (Figure 3). Its value will be used only when Dam Surface Area Calculation column is Variable and Is Custom Param is ticked.
The user can directly edit all parameters from Feature Table.
Figure 12 Farm dam configuration for multiple farm dams through the Feature Table
Recorders of Onstream Farm Dam node
Some recorders for the onstream farm dam in Source are described below to clarify the difference between the similar recorders.
Recorder | Description | Note |
Bypass Flow (ML/d) | The input values for bypass in the current farm dam. | |
Actual bypassed flows (ML) | The actual bypass flows in the time step from the bypass to downstream of the farm dam. It is limited by available upstream flow plus relevant Interstation station flow. | |
Interstation Flow Reference series (ML/d) | The input Reference data for Interstation Flow. | |
Actual Interstation Flow (ML) | The real Interstation Flow in the time step to the current farm dam and its value is the product of the Scaling Factor and Interstation Flow Reference series. | |
Evapotranspiration (mm/d) | The input data of evapotranspiration from the current farm dam. | |
Actual Evaporation Volume (ML) | The real evaporation volume in the time step from the current farm dam and its value is based on the dam surface area and inputted Evapotranspiration (mm/d) in the time step. | |
Rainfall (mm/d) | The input data of rainfall to the current farm dam. | |
Actual Rainfall Volume (ML) | The real rainfall volume in the time step to the current farm and its value is based on the dam surface area and inputted rainfall (mm/d) in the time step. | |
Seepage TS (mm/d) | The input data of seepage from the current farm dam. | |
Actual Seepage (ML) | The real seepage volume in the time step from the current farm dam and its value is based on the dam surface area and inputted SeepageTS (mm/d) in the time step. | |
Demand Timeseries Value (ML/d) | The input template data of demand timeseries from the current farm dam. | |
Actual Demand Volume (ML) | The real water volume is used for the demand request from the current farm dam in the time step. Its temporal distribution is determined by Demand Timeseries Value (ML/d) while its value can be different to Demand Timeseries Value (ML/d). | |
Supplied Demand Volume (ML) | The actual released water to meet the requested Actual Demand Volume (ML). It should equal to or less than the Actual Demand Volume (ML). | |
Diversion Fraction (%) | The input parameter defines the percent or proportion of the upstream flow that will be directly diverted to the farm dam. | |
Actual Diverted flows (ML/d) | The proportioned “upstream” flow, which includes both the upstream flow and interstation inflow, is included in the water balance calculation for the current farm dam. This is the “upstream” flow scaled by Diversion Fraction (%). | |
Dead Storage Volume (ML) | The input value/time series/function of the Dead Storage Volume (ML). This parameter and the Dead Storage Proportion (%) below are the same parameter in different types. The user only needs to enter one type, and Source will automatically convert one type to another and record both. | |
Dead Storage Proportion (%) | The input value/time series/function of the Dead Storage Volume (ML). This parameter exists as the percentage/proportion of dam capacity. | |
Storage Record (ML) | The simulated storage volume of the farm dam at the end of the time step. This recorder replaces the common recorder of Storage Volume (ML) in the Farm Dam node. | |
Release Volume (ML) | The input parameter for water rerelease requests. | |
Actual Release Volume (ML) | The actual water released to meet the Rerelease Volume requests and its value is limited by the available water. |
Migrate an older Source model using the FarmDams plugin across to core Source
Prior to Source version 5.30 onstream farm dam functionality in Source was accessed through the FarmDamPlugin community plugin and the ObservationPointNodeModel community plugin. Since Source version 5.30 the functionality in these plugins has been incorporated as part of core Source functionality. However, older Source models built using the plugins won't automatically open in Source version 5.30 or later. Only Source projects using these plugins in Version 5.20 can be automatically opened in later versions with farm dam functionality in core Source.
To migrate older Source farm dam projects requires first upgrading pre-Source version 5.30 models (those using the Farm Dams plugin) to Source version 5.20:
- open Source version 5.20 with the FarmDam plugin (and ObservationPointNodeModel plugin, if needed) installed
- load the existing model in Source version 5.20
- save the now upgraded project in Source version 5.20
The upgraded project can then be opened in later versions of Source without the Farm Dams plugin installed, and Source will automatically migrate the required functionality.