Performing a forced fire flow simulation

00:04

Info

00:04

works. WS pro allows you to simulate forced fire flows in a network.

00:09

You can specify a hydrant where a set of user defined fixed flows will be extracted.

00:15

You can then apply the flows consecutively.

00:17

And the network is tested for velocity and pressure constraints

00:22

where the constraints are violated,

00:23

the point is deemed to have failed and the maximum available flow is reported.

00:28

This type of simulation can determine if customers will still

00:31

be able to get water during a fire response.

00:35

It can also give you an idea of what improvements

00:38

or additions you need to make to a network.

00:40

So a hydrant can provide enough water during an emergency

00:44

to begin from the model group window.

00:46

Click and drag the network into the workspace to open it.

00:51

Then in the model group window, right,

00:53

click run group and select new run to open the schedule.

00:57

Hydraulic run dialogue

00:59

title, the new run F F and then check the box next to experimental

01:06

click and drag network control and demand

01:09

diagram to their respective boxes in the dialog

01:13

in the run type group box, expand the dropdown and select firef flow.

01:19

The firefly options dialogue opens

01:22

in the type of simulation group box, make sure forced firef flow is enabled.

01:27

Note that there are options for selecting hydrants

01:30

in the firef flow node location group box.

01:33

You can click the choose location on GEO

01:35

plan button which prompts you to pick a hydrant in the GEO plan.

01:39

Picking one automatically populates the use existing

01:42

node dropdown with the hydrants ID number.

01:45

And when you expand that drop down, you can choose from a list of all hydrant I DS.

01:50

If you prefer.

01:52

In this example, hydrant

01:54

T 29361601 is selected

01:58

at this time,

01:59

you must populate the grid in the test flows group box with flow values to test

02:04

depending on the project, you may have a list of flows provided to you

02:10

for this exercise type in the following values and

02:13

press enter after each starting in the first row.

02:27

in the failure criteria group box. Make sure the maximum velocity is set to four.

02:33

Adjust the minimum firef flow node pressure to 12,

02:36

set the minimum system pressure to 10

02:39

click to enable the checkbox next to apply constraints to demand nodes only

02:44

click. OK.

02:46

Then in the schedule, hydraulic run dialogue, click save and run

02:52

in the model group window.

02:53

Find the F F run and expand it to view the results of

02:57

each of the various flows that were tested as well as a summary,

03:01

right, click summary and click open as

03:05

then choose forest firef flow report and click. OK.

03:10

A grid opens showing the summary results for all tested flows.

03:14

Inspect the table and check the number of

03:16

test flows that passed the failure criteria.

03:19

Note that the max velocity criteria in this exercise would be disregarded since the

03:24

max velocity pipe is a short incoming pipe into one of the pump stations.

03:29

Right?

03:29

Click on any row and then select hydrant curve

03:32

flow versus residual pressure using assumed hydrant characteristics,

03:38

change the hydrant testing time to May 2nd 2022 at 10 AM,

03:42

which is the minimum pressure time at the hydrant node and rerun the simulation

03:49

check the number of test flows that passed the failure criteria.

Video transcript

00:04

Info

00:04

works. WS pro allows you to simulate forced fire flows in a network.

00:09

You can specify a hydrant where a set of user defined fixed flows will be extracted.

00:15

You can then apply the flows consecutively.

00:17

And the network is tested for velocity and pressure constraints

00:22

where the constraints are violated,

00:23

the point is deemed to have failed and the maximum available flow is reported.

00:28

This type of simulation can determine if customers will still

00:31

be able to get water during a fire response.

00:35

It can also give you an idea of what improvements

00:38

or additions you need to make to a network.

00:40

So a hydrant can provide enough water during an emergency

00:44

to begin from the model group window.

00:46

Click and drag the network into the workspace to open it.

00:51

Then in the model group window, right,

00:53

click run group and select new run to open the schedule.

00:57

Hydraulic run dialogue

00:59

title, the new run F F and then check the box next to experimental

01:06

click and drag network control and demand

01:09

diagram to their respective boxes in the dialog

01:13

in the run type group box, expand the dropdown and select firef flow.

01:19

The firefly options dialogue opens

01:22

in the type of simulation group box, make sure forced firef flow is enabled.

01:27

Note that there are options for selecting hydrants

01:30

in the firef flow node location group box.

01:33

You can click the choose location on GEO

01:35

plan button which prompts you to pick a hydrant in the GEO plan.

01:39

Picking one automatically populates the use existing

01:42

node dropdown with the hydrants ID number.

01:45

And when you expand that drop down, you can choose from a list of all hydrant I DS.

01:50

If you prefer.

01:52

In this example, hydrant

01:54

T 29361601 is selected

01:58

at this time,

01:59

you must populate the grid in the test flows group box with flow values to test

02:04

depending on the project, you may have a list of flows provided to you

02:10

for this exercise type in the following values and

02:13

press enter after each starting in the first row.

02:27

in the failure criteria group box. Make sure the maximum velocity is set to four.

02:33

Adjust the minimum firef flow node pressure to 12,

02:36

set the minimum system pressure to 10

02:39

click to enable the checkbox next to apply constraints to demand nodes only

02:44

click. OK.

02:46

Then in the schedule, hydraulic run dialogue, click save and run

02:52

in the model group window.

02:53

Find the F F run and expand it to view the results of

02:57

each of the various flows that were tested as well as a summary,

03:01

right, click summary and click open as

03:05

then choose forest firef flow report and click. OK.

03:10

A grid opens showing the summary results for all tested flows.

03:14

Inspect the table and check the number of

03:16

test flows that passed the failure criteria.

03:19

Note that the max velocity criteria in this exercise would be disregarded since the

03:24

max velocity pipe is a short incoming pipe into one of the pump stations.

03:29

Right?

03:29

Click on any row and then select hydrant curve

03:32

flow versus residual pressure using assumed hydrant characteristics,

03:38

change the hydrant testing time to May 2nd 2022 at 10 AM,

03:42

which is the minimum pressure time at the hydrant node and rerun the simulation

03:49

check the number of test flows that passed the failure criteria.

Video quiz

When simulating forced fire flows in a network, in the resulting report how do you determine the maximum pressure and velocity of a selected hydrant?

(Select one)
Select an answer

1/1 questions left unanswered

Step-by-step Guide

InfoWorks WS Pro allows you to simulate forced fire flows in a network. Users can specify a hydrant where a set of user-defined fixed flows will be extracted. The flows are then applied consecutively, and the network is tested for velocity and pressure constraints. Where the constraints are violated, the point is deemed to have failed and the maximum available flow is reported.

This type of simulation can determine if customers will still be able to get water during a fire response. It can also give you an idea of what improvements or additions you need to make to a network so a hydrant can provide enough water during an emergency.

  1. From the Model Group, click and drag Network into the workspace to open it.
  2. In the Model Group, right-click Run Group and select New > Run to open the Schedule Hydraulic Run dialog box.
  3. Title the new run "FFF".
  4. Enable Experimental.
  5. From the Model Group, drag and drop the Network, Control, and Demand diagram into their respective panels in the dialog box.
  6. In the Run Type group box, expand the drop-down and select Fire Flow.

The WS Pro interface zoomed in to see the GeoPlan populated in the background and the Schedule Hydraulic Run dialog box open in the foreground, with the Fire Flow run type being selected.

The Fire Flow Options dialog box opens.

  1. In the Type of simulation: group box, enable Forced Fire Flow.
  2. In the Fire Flow Node Location group box, click Choose location on GeoPlan, which prompts you to pick a hydrant in the GeoPlan.
  3. Picking one automatically populates the Use existing node drop-down with the hydrant's ID number. In this example, hydrant ST29361601 is selected.
  4. OR, expand the Use existing node drop-down to choose from a list of all hydrant IDs.
  5. Populate the grid in the Test Flows (l/s) group box with flow values to test:
    1. For this exercise, type in the following values and press ENTER after each, starting in the first row: 5, 10, 15, 20, 25, 30, 35 and 40.
  6. In the Failure criteria group box:
    1. Set the Maximum velocity to 4.
    2. Set the Minimum Fire Flow Node Pressure to 12.
    3. Set the Minimum system Pressure to 10.
    4. Enable Apply constraints to demand nodes only.

The Fire Flow Option dialog box configured for this exercise with a selected hydrant, test flows set, failure criteria set, and a hydrant testing time set.

  1. Click OK.
  2. In the Schedule Hydraulic Run dialog box, click Save.
  3. Click Run.
  4. In the Model Group window, under Run Group, expand the FFF run to view the results of each of the various flows that were tested, as well as a Summary.

The Model Group window, showing the FFF run group expanded to show all results. Summary is highlighted.

  1. Right-click Summary and click Open as... > Forced Fire Flow Report.
  2. Click OK.

A grid opens, showing the summary results for all tested flows.

The Grid Report, showing the summary results for the force fire flow run, with the negative values highlighted.

  1. Inspect the table and check the number of test flows that passed the failure criteria.

Note: The max velocity criteria in this exercise is disregarded, since the max velocity link is a short incoming pipe into one of the pump stations.

To see the results as a hydrant curve:

  1. Right-click any row and select Hydrant Curve.
  2. Review the hydrant curve for the selected hydrant.

The hydrant curve for the selected hydrant ST29361601 showing how the residual pressure lessens as the flow increases.

  1. Click Close.
  2. Re-open the Schedule Hydraulic Run dialog box.
  3. Under Fire Demand Data, change the Hydrant Testing Time to May 2nd, 2022, at 10:00am (the minimum pressure time at the hydrant node).

The Fire Flow Options dialog box highlighting the changes in the Hydrant Testing Time field, while the rest of the options are the same.

  1. Re-run the simulation.
  2. Repeat steps 16 – 18.
  3. In the Grid Report, check the number of test flows that passed the failure criteria.
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