Schedule Hydraulic Run View (InfoWorks)

The name of the run.

If the entered title already exists, exclamation marks (!) will be appended to the run name until a unique name is created.

If a title is not entered, a unique title of the form r0000012 will be generated for you.

Select an InfoWorks network by using one of the following methods:

• Drag and drop a network from the Explorer Window tree.
• Click Browse , select a network from the displayed tree and click OK.
• Click Select version to display the Select Commit dialog. Click on an entry in the dialog and click OK to select a version of the network currently selected in the InfoWorks network box.

If the network contains uncommitted changes, the most recently committed version of the network will be used when running the simulation.

A simulation can not be carried out if the network has not been validated.

A red border around this button indicates that there is a more recent committed version of the selected InfoWorks network available.

Click Update to latest to update the selected InfoWorks network to the most recent committed version.

If the currently selected InfoWorks network has scenarios, the scenarios will be displayed in the Scenarios box.

Check the scenarios for which simulations are to be run.

To select multiple scenarios, use the CTRL or SHIFT keys. Click on the check box of one of the selected scenarios to set the status of the check boxes of all selected scenarios.

The start time and date of the simulation. Either a relativeInfoWorks ICM simulations can run using absolute or relative dates and times. Relative dates and times use the date/time format to hold a value that is not valid in real life but represents a point within a 31 day time range beginning at zero. Values that are valid for relative dates and times fall within the range 00/00/0000 00:00 and 30/00/0000 23:59 or absoluteInfoWorks ICM simulations can run using absolute or relative dates and times. Absolute dates and times are real dates and times that fall within the range 01/02/1970 00:00 and 31/12/2037 23:59 time.

You will normally use an absolute start time and date if you are running the simulation with events that have real dates and times.

If you are not using real time and dates, use a relative time-date in the format 00:00 nn/00/0000; where n is an integer between 1 and 9 and 00:00 00/00/0000 is equivalent to the earliest start time in the event data selected. You cannot use a relative date and time if you are using a TSDB.

If a Warm-up duration is specified, the warm-up will occur before the specified start time.

Note that the specified Start time and date may not be used if the Start running from state time or Get start time from rainfall event boxes are checked.

The end of the simulation can be specified as a Duration (default) or a Finish from the dropdown list.

	Duration is the time covered by the simulation. You can choose to define the duration in various units from minutes to years from the adjacent drop-down list, and specify the value of the duration in the adjacent field. This value must be an integer.
	The Finish time/date would normally be used if you have a real date and time set in the Start field. However, you could specify a relative end time using this field. For example, you can set up a two day simulation by entering 00:00 00/00/0000 in the Start field and 00:00 02/00/0000 in the Finish time/date fields.

No simulation will run after the specified finish time or duration.

The maximum timestep at which the hydraulic calculations will be carried out. The timestep is automatically adjusted during the simulation to optimise accuracy and efficiency. If you are carrying out a time series simulation, this timestep is multiplied by the DWF multiplier during dry weather periods, to speed up the simulation.

The timestep multiplier for the summary results for all parts of the drainage system.

• Set the multiplier to zero if you do not want time-varying results for the network. If you set this value to zero you will not be able to replay simulations.
• A multiplier of one gives results every hydraulic timestep.
• A value of three gives results every third hydraulic timestep.

The timestep multiplier for detailed results for selected links in the system. See Selection List below.

• Set the multiplier to zero if you do not want additional time-varying results for your gauge points.
• A multiplier smaller than the Results Multiplier will give additional results for the gauged points
• A multiplier equal to or greater than the Results Multiplier is pointless. In addition, a larger gauge multiplier may give you an unusual results display. For example, a Results Multiplier of 3 and a Gauge Multiplier of five will mean results at every third and every fifth timestep.

When displaying results, InfoWorks ICM automatically chooses the results with the higher resolution, so gauge results will always be displayed if they are available and the Gauge Multiplieris smaller than the Results Multiplier.

Disabled when no time varying data (rainfall/flow survey event or TSDB) has been selected.

A hydraulic simulation is created for each episode defined in the episode collection which is included in this box.

Select an episode collection using one of the following methods:

• Drag and drop an episode collection object from the Explorer Window.
• Click Browse , select an episode collection object from the displayed tree and click OK.

If the Simulate runoff only box is checked, then a simulation may be created for each episode in the collection depending on which simulate runoff only option is selected.

Limits the results generated from the run to only include the attributes defined in a Results selector database item.

Select a results selector item using one of the following methods:

• Drag and drop a results selector item from the Explorer Window.
• Click Browse , select a results selector item from the displayed tree and click OK.

If a results selector item is not included in a run, then all relevant result types and attributes will be generated for all applicable objects in the network.

If required, choose a selection list to gauge points of interest within the network. Results for these gauge points will be stored at the Gauge Timestep, which can be more frequent than the Results Timestep. See above.

The following object types can be gauged:

• Nodes
• Links
• Subcatchments
• Network Results Objects
• 2D Linear Structures
• 2D Point Sources
• 2D Line Sources

Check this check box if you want to use live data from external sources (e.g. SCADA/telemetry or RADAR data) in the simulation.

When the Use TSDB option is not checked, the Rainfall event/Flow survey selection box is displayed.

Select the rainfall event or flow survey on which the simulation is to be based. You can select more than one rainfall event. Drag a Model Group to add all rainfall events that are within that group. Rainfall events within sub-groups will not be added.

If more than one rainfall event is selected, the Simulation Controller will run a separate simulation for each rainfall event. You can also run a simulation without a rainfall event, if you wish to run a dry weather simulation.

When the Use TSDB option is checked, the TSDB/Spatial TSDB selection box is displayed.

Select the time series database / spatial time series database on which the simulation is to be based. You can select more than one database, in which case the Simulation Controller will use the databases in the order they appear in the droptarget (the time series database at the top will be used first).

Note

Priority overrides can be set for spatial time series databases using Spatial rain sources (See Spatial rain source tab of the Polygons grid). If no spatial rain source objects are being used, the raingauge polygon priority (relative to spatial TSDB sources of rainfall) is determined by the position of the first scalar TSDB in the list on the Schedule Hydraulic Run View dialog, regardless of whether it actually contains the raingauge data (e.g. if more than one scalar TSDB is being used).

Displayed when Use TSDB is checked.

Click on it to configure the user edits to use for the simulation in the TSDB Options dialog that is subsequently displayed.

Warning

This option is now deprecated but retained for backwards compatibility.

Visible when running a simulation with rainfall event/flow survey data (Use TSDB option unchecked).

By default (box not checked), rainfall event UCWI and evaporation values are read from the first sub-event only. The InfoWorks ICM simulation engine calculates subsequent values.

If this box is checked, UCWI and evaporation values set for individual sub-events will be use to override calculated values.

See Editing Sub-Event and Profile Parameters for more information.

Visible when running a simulation with rainfall event/flow survey data (Use TSDB option unchecked).

Only enabled when Read subevent UCWI & evaporation is checked.

Warning

This option is deprecated but retained for backwards compatibility.

Applicable when using the New UK PR Runoff Volume Model.

By default (box not checked), rainfall event New PR API30 values are read from the first sub-event only. The InfoWorks ICM simulation engine calculates subsequent values.

If this box is checked, the New PR API30 values set for individual subevents will be used to override calculated values.

See Editing Sub-Event and Profile Parameters for more information.

Visible when running a simulation with rainfall event/flow survey data (Use TSDB option unchecked).

This check box is intended for use when multiple rainfall events (such as a time series) are run in conjunction with one or more event data types (for example either inflow or level data) which cover a long time period, usually from the start of the first rainfall event to the end of the last one.

If the box is not checked and the start time is set to 00:00 00/00/0000 then each simulation will start from the earliest time of any of the data, whether it be rainfall, inflow or level. If an actual start time is specified, then simulations will start from the specified start time.

If this box is checked and the Start running from state time box is unchecked, then each simulation will start from the beginning of each rainfall event and the relevant part of the inflow and level data will be used.

Any user-specified Start time will be ignored.

When running a simulation with rainfall event/flow survey data (Use TSDB option unchecked):

Event types other than rainfall may be selected, if required. Only one event per event type may be selected

Note: If the Get start time from rainfall event box is checked, the start time of the simulation will be set from the start of the rainfall event.
If the Get start time from rainfall event box is NOT checked and Start is left as default, 00:00 00/00/00, the start time of the simulation will be set from the earliest event time.

When running a simulation with TSDB data (Use TSDB option checked):

Waste water and Trade waste events may be selected. Only one event per event type may be selected.

The selection boxes for all other event types will be disabled. (Use TVD connectors in the network to configure the use of time varying data streams stored in the TSDB as an alternative to using event objects.)

To use the network state from a previous simulation as the initial state for the first simulation in the current run, drag an existing simulation (for which state information was saved) into this box.

See the Initial State Simulations topic for details on the use of a saved network state to initialise a simulation.

Check this option to always use the saved network state of the selected Sim providing initial state as the initial state for all simulations in the current run; even if the boundary conditions in the simulation do not match those in the initial state.

If this option is unchecked, the simulation engine will perform an initialisation phase if the boundary conditions do not match.

Enabled when an initial state simulation is selected.

If this box is checked, the engine will start each simulation at the time at which state information was saved for the initial state simulation.

If the simulation start time is set to a time before the initial state save time, results from the initial state simulation will be merged with results from the current simulation:

• Results before the initial state save time will come from the initial state simulation
• Results starting from the initial state save time will come from the current simulation

Note

There are some restrictions that apply if Start running from state time is checked when using initial state simulations generated using job agents from InfoWorks version 1.5 onwards. See Initial State Simulations for further information.

If the simulation start time is set to a time after the initial state save time, the simulation will be run from the initial state save time until the end time specified in the run view.

Note

The simulation will not be run if the initial state save time is later than the start time if either an Episode collection is specified or if Simulation runoff only is set to Warmup and a non-zero value has been specified for the Warm-up duration.

A check box which indicates whether or not you want to use base times for a run. Unchecked (not used) by default.

A base time and date can be used to define the epoch for all relative times in events. Base times and dates are not used with TSDBs.

When the Use base time box is checked, the adjacent time and date boxes will be enabled, allowing you to set the base time and date of the simulation as either a relative or an absolute time.

As default, the base time is the same as the Start time.

For most simulations, you would not normally specify a base time. However, when using a saved state from a relative simulation, event data, such as design rainfall, will start from the simulation start time with its time varying data from 00:00 00/00/0000, even though the starting point for subsequent simulations is now later.

This can result in a situation where relative data is used from an initial run start time for generating the final state but that the same data (which extends past the final state time) is used in a consequent run, in the second simulation the relative event data will begin from the start time from this simulation (applying the same conditions which were for the state saving run). Using the base time, it is possible to define a constant start time for relative event data across both or more simulations, meaning the desired continuity is maintained.

The following example outlines the outcome of using and not using a base time:

If the base time is 00:00 and the base date is 00/00/0000, then the base time and date is automatically set to the earliest absolute time and date from a rainfall, inflow, or level event. If none of those types of events has an absolute start time, then the base time and date is set to the Start time and date.

If the Start time and date is absolute, then the base time and date cannot be later than the Start time.

If both the Start time and date and the base time and date are non-zero relative, then the base time and date cannot be later than the Start time.

Note that a non-zero relative base time and date cannot be used with an absolute Start time and date.

To set initial values for level and inflow at nodes, and depth and flow at river reaches, drag an Initial Conditions 1D object containing the values into the Initial conditions box.

To set initial values for level, depth and velocity within each 2D Zone, drag an Initial Conditions 2D object containing the values into the Initial conditions box.

Only one of each type of initial conditions object may be included.

Values defined in the initial conditions objects will override values from a simulation selected in the initialisation Sim providing initial state box.

To set initial hydraulic, infiltration and water quality values to catchments at the start of a simulation when using time series databases, drag a Catchment Initial Conditions object containing the initial values into the Catchment initial conditions box.

Select an option for saving network state to be used as the initial state for subsequent runs:

• Do not save state - do not save state information.
• Save state at end - preserve the state of the network at the end of the last hydraulic simulation or the last runoff only simulation (if there are no hydraulic simulations) for use in a subsequent run.

• Save state at: (time-date) - preserve the state of the network at the time-date specified for use in a subsequent run. This option can not be used when using relative times.

  Note that the state of the network will be saved at the first run timestep at or before the time specified. (A warning message will be output to the results log if the save state time does not coincide with the run timestep.)

This option is disabled when no time varying input (rainfall/flow survey event or scalar/spatial TSDB object) has been specified.

A check box which determines whether of not runoff only simulations are to be performed. Unchecked by default.

If checked, the drop-down list is enabled, allowing you to choose when runoff only simulations are to be performed:

• Whole run (default):
  • If no Episode collection is specified, a single runoff only simulation will be performed for each time varying input and scenario included in the run, beginning at the start* time, and finishing at the specified end (Finish or Duration).
  • If an Episode collection is specified, runoff only simulations will be performed for each time varying input and scenario included in the run, from the start* time to the first episode in the collection, between each episode, and the periods between the end of one episode and the start of the next episode, until the specified end (Finish or Duration).

  No hydraulic simulations will be performed when Whole run is selected.

• Warm-up:
  • If no Episode collection is specified and the Warm-up duration is non-zero, then for each time varying input and scenario included in the run, one runoff only simulation will be performed from the warm-up duration until the start* time. The state of each runoff simulation will be saved at the end of the Warm-up duration, and will be used to initiate the hydraulic simulation(s), which will begin at the start* time and finish at the specified end (Finish or Duration).
  • If an Episode collection has been specified and the Warm-up duration is non-zero, then for each time varying input and scenario included in the run, one runoff only simulation will be performed for the specified warm-up duration until the first episode in the collection. The state from the preceding 'warm-up' runoff simulation will be used to initialise the hydrology of the applicable hydraulic simulation. One hydraulic simulation will be performed for each time varying input and scenario included in the run.

• Between episodes:
  • If no Episode collection has been specified, then this is treated the same as a Whole run, ie, single runoff only simulation will be performed for each time varying input and scenario included in the run, beginning at the start* time until the specified end (Finish or Duration). No hydraulic simulations will be performed.
  • If an Episode collection has been specified, then for each time varying input and scenario included in the run, a runoff only simulation will be performed from the start time* until the first episode, and then from each interval between the end of one episode and the start of the next episode, and finally from the end of the last episode to the specified end (Finish or Duration).

  Hydraulic simulations will be generated for each episode in the collection.

  The state at the end of each 'between episode' runoff only simulation will be used to initialise the hydrology of the next 'episode' hydraulic simulation Similarly, the state at the end of the 'episode' hydraulic simulation will be used to initialise the hydrology of the next 'between episode' runoff simulation.

Note

*The start time for the runoff only simulations is either:
the specified Start time, or
the state time (if the Start running from state time box is checked), or
the earliest time in the rainfall event (if the Get start time from rainfall event box is checked and the Start running from state time box is unchecked).

Enabled when the Simulate runoff only field is set to Warm-up.

The period during which the states of a PDM model are warmed-up before any simulations are started. This allows the network to reach a steady state and thus provide more realistic hydraulic conditions when a simulation starts.

You can choose to define the Warm-up duration in various units from minutes to years from the adjacent drop-down list, and specify the value of the duration in the adjacent field. This value must be an integer. The default is 0 minutes.

By default (box checked), ICM applies a simple moving average smoothing to rainfall to allow for spatial variation.

If the box is unchecked, rainfall smoothing will not be applied.

See Spatially Varying Rainfall for more information.

Check this box to produce a file containing maximum results and a summary of cumulative totals.

Check this box to stop the simulation if the initialisation phase is not completed in the number of minutes specified.

The simulation will be stopped if the Elapsed initialisation time, as reported in the Job Progress Window, exceeds the time defined here.

Uncheck this option to allow the simulation to continue until initialisation fails or is completed.

Check this box to stop the simulation if the initialisation phase fails.

Uncheck this option to allow the simulation to continue if initialisation fails.

Check this box to propagate outfall tide levels upstream, during the initialisation process, until an invert or control level is above the tide level. Use of this option may reduce initialisation times, particularly for models with tidal river reaches.

Note that use of this option may cause initialisation to fail in the case where beds have slopes of different signs between sections. Uncheck this option to carry out initialisation without propagation of tide levels.

Check this box to model water quality as part of the simulation.

Select a pipe sediment data object if you want to specify the initial sediment depths for pipes in the network.

Displays the QM Parameters dialog. Use the dialog to edit the pollutants and sediment fractions modelled or change the timestep for the water quality calculations.

Displays the Timestep Control Options dialog.

Use this dialog to allow the simulation to run at larger timesteps during periods of dry weather flow. This is useful for long time-series simulations, as they will run faster and require less storage space for results. You can also use timestep control to decide when to end a simulation after a storm.

See Dry Weather Flow Mode for more information.

Displays the 2D Parameters dialog. Use this dialog to edit tolerance and advanced 2D modelling parameters.

Displays the Run Diagnostics dialog.

Here you can apply simple diagnostic limits to check the computational accuracy of the simulations.