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Integrated BIM tools, including Revit, AutoCAD, and Civil 3D
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Professional CAD/CAM tools built on Inventor and AutoCAD
Integrated BIM tools, including Revit, AutoCAD, and Civil 3D
Professional CAD/CAM tools built on Inventor and AutoCAD
Transcript
00:00
In the InfoWorks WS Pro simulation engine, the flow through pipes is driven by a fixed pre-determined demand.
00:11
This is because, by default, WS Pro calculates demand without reference to the actual pressure at a demand node.
00:19
In most cases, you can consider this to be a reasonable assumption,
00:23
but, sometimes this does not reflect reality,
00:26
as local service pressures have an influence on how customers use water
00:30
and the losses associated with the network.
00:33
For example, if a user consumes a fixed volume of water, such as a load of washing or a dishwasher cycle,
00:40
then it is easier to reflect that situation in the model.
00:44
However, if the user consumes water based on a task, such as a shower, that task may take a variable amount of time.
00:52
In that case, the pressure in the system would have an influence on the volume removed,
00:56
such that the greater the pressure, the greater the removed volume.
01:00
The pressure related demand option is recommended for use in simulations where the hydraulic conditions
01:06
will make a significant difference to the heads observed in the network, as compared with the calibration model.
01:12
This is likely to include any kind of incident or design scenario modelling
01:17
that affects a demand-driven area.
01:19
A model calibrated against measured demands indirectly takes into account the effects of pressures in the network.
01:26
When simulation conditions are similar to calibration conditions,
01:30
the use of the model without using the Pressure Related Demand option is still valid.
01:36
Experiment carefully with this option since it is dependent on accurate ground levels and working pressures.
01:42
Bear in mind that with the Pressure Related Demand option activated,
01:46
total demand depends on the results of the simulation and cannot be predicted accurately.
01:51
InfoWorks WS Pro has eight built-in pressure-related demand curves.
01:57
To make use of the pressure related demand functionality to estimate the hydraulic conditions during an incident,
02:03
open the PRD Network and Control, by double-clicking on the PRD Network.
02:08
Then, from the Windows toolbar, click Grid Windows > New Nodes Window.
02:16
In the Nodes grid view, click the PRD Curve tab to review the PRD curves.
02:21
To open the properties of one of these curves, right-click it and select Properties.
02:28
Be aware that you can overlay another curve for comparison.
02:31
Also, you can create custom curves.
02:35
Close the Grid Window.
02:37
Before running a pressure related demand simulation, the nominal pressures must be updated.
02:43
The nominal pressure can be described as the average baseline pressure for the period of a simulation.
02:50
This can be done manually by entering a value for nominal pressure at each node,
02:55
or by updating nominal pressures in the Network from a base simulation.
02:60
In this example, you will update the nominal pressures from a simulation.
03:04
To update the nominal pressure, first ensure the PRD Network is open in the GeoPlan.
03:11
Expand the Network menu and select Update nominal pressures… from the flyout.
03:17
In the Database item selection dialog, choose the BridgeTown Base BridgeCon simulation results
03:23
from which the Nominal Pressure data field is to be populated.
03:27
If the simulation icon on the left side of the BridgeTown Base > BridgeCon simulation is grey,
03:33
then right-click the BridgeTown Base simulation and from the flyout select Re-run.
03:38
Then, Commit the changes to the PRD Network.
03:41
To begin running a PRD simulation, open the BridgeTown PRD demand diagram by double-clicking it.
03:48
In the Demand Diagram dialog box, to set the demand in DMA 0404 to be 100% pressure related,
03:57
expand the Demand Category drop-down and select DOM-0404.
04:03
Check the Leakage checkbox to enable leakage in the demand profile.
04:07
Then, set the Pressure-related (%) to 100.
04:11
Click Save.
04:13
Next, you need to set up the Pressure Related Demand simulation.
04:17
From the Model Group, right-click Run Group, and select New.
04:22
In the Schedule Hydraulic Run dialog, name the run “BridgeTown - Incident with PRD”.
04:29
Click Experimental to enable it.
04:33
Then, drag and drop the PRD Network into the Network panel.
04:37
The Control and Demand Diagram group box populate as well.
04:42
In the demand diagram box, remove the demand diagram by clicking on the “X”
04:47
and replace it with the BridgeTown PRD demand diagram.
04:50
In the scenario tab, deselect the Base scenario and select the incident scenario.
04:57
In the Run Type group box, leave the Run Type as Normal,
05:02
but check the Pressure Related Demand option.
05:05
The Pressure Related Demand Options dialog appears.
05:09
In the Pressure Related Consumption Curves group box, expand the Demand Curve drop-down and select Default Demand.
05:17
Then, expand the Leakage Curve drop-down and select Power Law.
05:22
In the Nominal Pressures from Pressure Profile group box,
05:25
drag and drop the PRD Control from the Baseline simulation into the Sim panel.
05:31
In the Options group box, deselect the Increase Pressure Related Demand on increased pressure option
05:37
and set the Pressure Related Demand to 100 percent.
05:41
Click OK.
05:43
Save and then run the simulation.
05:45
Once the simulation is complete, open the BridgeTown- Incident with PRD simulation into the Workspace.
05:52
Then, right-click on BridgeTown without PRD simulation and select Open As… > Alternative Results for Comparison.
06:01
Using the graphing tool, select objects in the east of the model
06:06
to observe how the results differ when utilizing the PRD functionality.
Video transcript
00:00
In the InfoWorks WS Pro simulation engine, the flow through pipes is driven by a fixed pre-determined demand.
00:11
This is because, by default, WS Pro calculates demand without reference to the actual pressure at a demand node.
00:19
In most cases, you can consider this to be a reasonable assumption,
00:23
but, sometimes this does not reflect reality,
00:26
as local service pressures have an influence on how customers use water
00:30
and the losses associated with the network.
00:33
For example, if a user consumes a fixed volume of water, such as a load of washing or a dishwasher cycle,
00:40
then it is easier to reflect that situation in the model.
00:44
However, if the user consumes water based on a task, such as a shower, that task may take a variable amount of time.
00:52
In that case, the pressure in the system would have an influence on the volume removed,
00:56
such that the greater the pressure, the greater the removed volume.
01:00
The pressure related demand option is recommended for use in simulations where the hydraulic conditions
01:06
will make a significant difference to the heads observed in the network, as compared with the calibration model.
01:12
This is likely to include any kind of incident or design scenario modelling
01:17
that affects a demand-driven area.
01:19
A model calibrated against measured demands indirectly takes into account the effects of pressures in the network.
01:26
When simulation conditions are similar to calibration conditions,
01:30
the use of the model without using the Pressure Related Demand option is still valid.
01:36
Experiment carefully with this option since it is dependent on accurate ground levels and working pressures.
01:42
Bear in mind that with the Pressure Related Demand option activated,
01:46
total demand depends on the results of the simulation and cannot be predicted accurately.
01:51
InfoWorks WS Pro has eight built-in pressure-related demand curves.
01:57
To make use of the pressure related demand functionality to estimate the hydraulic conditions during an incident,
02:03
open the PRD Network and Control, by double-clicking on the PRD Network.
02:08
Then, from the Windows toolbar, click Grid Windows > New Nodes Window.
02:16
In the Nodes grid view, click the PRD Curve tab to review the PRD curves.
02:21
To open the properties of one of these curves, right-click it and select Properties.
02:28
Be aware that you can overlay another curve for comparison.
02:31
Also, you can create custom curves.
02:35
Close the Grid Window.
02:37
Before running a pressure related demand simulation, the nominal pressures must be updated.
02:43
The nominal pressure can be described as the average baseline pressure for the period of a simulation.
02:50
This can be done manually by entering a value for nominal pressure at each node,
02:55
or by updating nominal pressures in the Network from a base simulation.
02:60
In this example, you will update the nominal pressures from a simulation.
03:04
To update the nominal pressure, first ensure the PRD Network is open in the GeoPlan.
03:11
Expand the Network menu and select Update nominal pressures… from the flyout.
03:17
In the Database item selection dialog, choose the BridgeTown Base BridgeCon simulation results
03:23
from which the Nominal Pressure data field is to be populated.
03:27
If the simulation icon on the left side of the BridgeTown Base > BridgeCon simulation is grey,
03:33
then right-click the BridgeTown Base simulation and from the flyout select Re-run.
03:38
Then, Commit the changes to the PRD Network.
03:41
To begin running a PRD simulation, open the BridgeTown PRD demand diagram by double-clicking it.
03:48
In the Demand Diagram dialog box, to set the demand in DMA 0404 to be 100% pressure related,
03:57
expand the Demand Category drop-down and select DOM-0404.
04:03
Check the Leakage checkbox to enable leakage in the demand profile.
04:07
Then, set the Pressure-related (%) to 100.
04:11
Click Save.
04:13
Next, you need to set up the Pressure Related Demand simulation.
04:17
From the Model Group, right-click Run Group, and select New.
04:22
In the Schedule Hydraulic Run dialog, name the run “BridgeTown - Incident with PRD”.
04:29
Click Experimental to enable it.
04:33
Then, drag and drop the PRD Network into the Network panel.
04:37
The Control and Demand Diagram group box populate as well.
04:42
In the demand diagram box, remove the demand diagram by clicking on the “X”
04:47
and replace it with the BridgeTown PRD demand diagram.
04:50
In the scenario tab, deselect the Base scenario and select the incident scenario.
04:57
In the Run Type group box, leave the Run Type as Normal,
05:02
but check the Pressure Related Demand option.
05:05
The Pressure Related Demand Options dialog appears.
05:09
In the Pressure Related Consumption Curves group box, expand the Demand Curve drop-down and select Default Demand.
05:17
Then, expand the Leakage Curve drop-down and select Power Law.
05:22
In the Nominal Pressures from Pressure Profile group box,
05:25
drag and drop the PRD Control from the Baseline simulation into the Sim panel.
05:31
In the Options group box, deselect the Increase Pressure Related Demand on increased pressure option
05:37
and set the Pressure Related Demand to 100 percent.
05:41
Click OK.
05:43
Save and then run the simulation.
05:45
Once the simulation is complete, open the BridgeTown- Incident with PRD simulation into the Workspace.
05:52
Then, right-click on BridgeTown without PRD simulation and select Open As… > Alternative Results for Comparison.
06:01
Using the graphing tool, select objects in the east of the model
06:06
to observe how the results differ when utilizing the PRD functionality.
In the InfoWorks WS Pro simulation engine, the flow through pipes is driven by a fixed pre-determined demand. This is because, by default, WS Pro calculates demand without reference to the actual pressure at a demand node. In most cases, you can consider this to be a reasonable assumption, but sometimes this does not reflect reality, as local service pressures have an influence on how customers use water and the losses associated with the network.
EXAMPLE:
If a user consumes a fixed volume of water, such as a load of washing or a dishwasher cycle, then it is easier to reflect that situation in the model.
If the user consumes water based on a task, such as a shower, where the time is more or less fixed, then the pressure in the system would have an influence on the volume removed.
The greater the pressure = the greater the removed volume.
The pressure related demand option is recommended for use in simulations where the hydraulic conditions will make a significant difference to the heads observed in the network, as compared with the calibration model. This is likely to include any kind of incident or design scenario modelling that affects a demand-driven area.
A model calibrated against measured demands indirectly takes into account the effects of pressures in the network. When simulation conditions are similar to calibration conditions, the use of the model without using the Pressure Related Demand option is still valid.
IMPORTANT: Experiment carefully with this option since it is dependent on accurate ground levels and working pressures.
IMPORTANT: With the Pressure Related Demand option activated, total demand depends on the results of the simulation and cannot be predicted accurately.
InfoWorks WS Pro has 8 built-in pressure related demand curves.
To estimate the hydraulic conditions during an incident:
Optionally:
Before running a pressure related demand simulation, the nominal pressures must be updated. The nominal pressure = the average baseline pressure for the period of a simulation.
To update the nominal pressures from a simulation:
Note: If the simulation icon on the left side of the BridgeTown Base > BridgeCon simulation is grey, then right-click the BridgeTown Base simulation and from the flyout, select Re-run.
To begin running a PRD simulation:
Set the demand in DMA 0404 to be 100% pressure related:
To set up the Pressure Related Demand simulation:
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