Job Progress Window
This dockable window displays details of the progress of a job (e.g. simulation
To open the window,
on the Docking Windows Toolbar or
Job progress window toolbar
The following commands are available from the toolbar:
| Toolbar icon | Description of Functionality |
|---|---|
|
Stop initialising |
Stop finding initial steady state of a
|
|
Continue |
Only enabled when the current job is paused. Resume the execution of the job. |
|
Pause |
Pause the job. |
|
Step |
Only enabled when the current job is paused. Carry out the next time step in the job. |
|
Change Duration |
Only enabled when the current job is paused. Displays the Change Duration dialog. Allows the maximum duration of the current job to be changed. |
|
Stop |
Stop job and save results (status will be Completed). |
|
Cancel |
Stop job without saving results (status will be Failed). |
Job progress window description
The following information regarding the current simulation is displayed in the Job Progress Window:
| Simulation | The simulation currently being processed |
|
Run |
The title of the run being processed |
|
Network |
The network for which the simulation is being run |
| Activity | Progress messages displaying current activity, loading networks, initialising etc. |
| Total(s) |
Inflow and outflow profiles during the simulation InfoWorks networks only. |
| Duration |
The total period in minutes to be covered by the run |
| Elapsed |
The amount of time that has elapsed so far during the simulation |
| Rainfall |
The rainfall intensity at the elapsed time InfoWorks networks only. |
| Surcharged |
The number of pipes that were surcharged at the elapsed time InfoWorks networks only. |
| Flooded |
The number of nodes that were flooded at the elapsed time InfoWorks networks only. |
| Timestep(s) |
The timestep (in seconds) being used in the calculation at the elapsed time. If a stable solution cannot be found, the timestep will be halved and the calculation will be performed again. This process is repeated until either a stable solution has been found or the timestep has been halved a specified number of times. The timestep is restored to its original value for the next stage in the simulation. |
| Iterations |
The number of iterations performed so far for the current timestep InfoWorks networks only. |
| Link fail H |
The last link where a stable solution could not be found for the level calculation. The failure of a link at a particular time is not a problem providing that the simulation as a whole does not fail. The link will be displayed here until the simulation is complete or another failure has occurred InfoWorks networks only. |
| Link fail Q |
The last link where a stable solution could not be found for the flow calculation InfoWorks networks only. |
| Node fail |
The last node where a stable solution could not be found InfoWorks networks only. |
| Inflow |
The inflow value at the elapsed time InfoWorks networks only. |
| Outflow |
The outflow value at the elapsed time InfoWorks networks only. |
| Minimum 2D timestep |
For each element in a 2D zone, the timestep required in order to achieve stability is calculated using a Courant-Friedrichs-Lewy condition Each zone is assigned the minimum calculated timestep of all of its elements. The Minimum 2D timestep is the minimum timestep of all the 2D zones in the network. |
| 2D Zone ID |
The 2D zone for which the Minimum 2D timestep was calculated. Useful for checking which areas are responsible for limiting the speed of the run. |
| Element ID |
The 2D zone element for which the Minimum 2D timestep was calculated. Useful for checking which areas are responsible for limiting the speed of the run. |
| Wet area |
The total area of all the elements in a 2D zone whose depth is above the depth tolerance. |
| Inundated area |
The total area of all the elements in a 2D zone whose depth is above the inundation threshold. |
| Max wet area |
The total area of all the elements in a 2D zone whose depth has been above the depth tolerance at some point during the simulation. |
| Max inundated area |
The total area of all the elements in a 2D zone whose depth has been above the inundation threshold at some point during the simulation. |
| 2D volume |
The total water volume for all the elements in a 2D zone. |
| 2D volume error |
The total of volume errors accumulated during a simulation for all the elements in a 2D zone. |
| 2D rainfall |
Average rainfall falling onto 2D elements during the last run time step. i.e. total rainfall volume divided by the area of all the elements in the 2D zone. |
| 2D average inflow |
Average inflow into a 2D zone during the last time step. |
| 2D average outflow |
Average outflow from a 2D zone elements during the last time step. |
| WQ step |
Shows which Water Quality solver is being used. The possible values are:
InfoWorks networks only. |
| WQ iteration |
The number of iterations performed so far for the current timestep (Water Quality) InfoWorks networks only. |
| WQ node fail |
The last node where a stable solution could not be found (Water Quality) InfoWorks networks only. |
| WQ change |
Change in concentration during initialisation period (Water Quality) InfoWorks networks only. |
| WQ solving |
The name of the sediment fraction or determinant the solver is currently working on. InfoWorks networks only. |
| GPU status |
A suitable GPU card can be used to improve performance of 2D simulations. 
Note
When using a GPU card for carrying out 2D calculations, it is recommended that the latest available NVIDIA driver for the GPU card is installed. The GPU status indicates whether the GPU is being used or not. Possible values are:
|
