From the Run Manager Dialog Box use the Fireflow Tab to conduct Fire Flow Modeling Analysis. The Fire flow modeling process is a batch analysis of either all nodes with a fire flow demand assigned or all nodes within a domain with a fire flow demand assigned. The basic fire flow analysis is a two step process and it will automatically assign the fire flow demand to each junction and solve for the residual pressure. Then it will set the residual pressure to the specified value and solve for the resulting flow. The user can then determine the available pressure at the desired fire flow demand and the available flow at the minimum residual pressure.
InfoWater provides comprehensive fire flow modeling capabilities. Fire demand requirements can be specified based on the various types of building structure (e.g., single-family residential, multi-family residential, commercial, industrial, etc.) or other fire demand characteristic.
Based on the fire flows specified, InfoWater will calculate the maximum flow available at the hydrant while maintaining the user-specified residual pressure and, optionally, a maximum velocity constraint can also be applied. Click here to learn more about fire flow demands and how to model a fire flow simulation.
Run Fire Flow on Domain Only
If checked fire flow analysis will be performed on domain only.
Edit Fireflow Nodes
Opens the Group Edit function. See Group Editing-Fire-Flow
Edit FireFlow Table
Opens DB Editor - Fire Flow Demand Table. Expand Fire Flow Demand Table for more details.
The minimum residual pressure, usually 20 psi, targeted at each hydrant (junction node) in the modeled fireflow set. InfoWater will calculate the maximum flow available at the hydrant while maintaining the user-specified residual pressure.
The hydraulic time period at which fire flows will be calculated. A hydraulic simulation will be performed for all timesteps up to and including the specified time period where fire flow simulation will be performed. Click on the Select Time button to launch the Select Time dialog box as shown below:
Left click on the Status bar and move the bar to specify the Fire Flow time step. Click on OK to save and exit. Click on Cancel to cancel and exit from the Select Time dialog box.
If this option is selected it allows the user to extend the fireflow run over an extended time period from the defined fireflow instant. The duration entry in minutes is enabled only if the duration option is selected and the value entered is greater than zero. The module maintains the fireflow at the junction for the entire fire-flow duration. During this extended time period, the program will search for critical junction with the lowest pressure and the critical pipe with the highest velocity from the currently defined searching range. A separate report type “Fireflow Extended Time” will then be available from the Output Report Manager. The report highlights the critical conditions for this extended time run period.
Max. Velocity Constraint
The maximum velocity constraint targeted at the assigned pipes (Connecting Pipes or Domain Pipes). InfoWater will calculate the maximum flow available at the hydrant while maintaining the user-specified residual pressure and satisfying the maximum velocity constraint.
Pipe Search Range
Used to specify which pipes will be selected for the maximum velocity constraint during the fireflow simulation. Choose either Connecting Pipes or Domain Pipes.
When checked, InfoWater determines the design flow (or the maximum flow available) from each junction node being simulated such that pressure within the Critical Node Searching Range does not drop below the minimum design pressure specified.
% of Max Static Pressure
When checked, InfoWater determines the design flow (or the maximum flow available) from each junction node being simulated such that pressure within the Critical Node Searching Range does not drop below the percent of the maximum static pressure specified.
This is the convergence criterion used to signal that a solution has been found to the nonlinear fire flow equations. Trials end when the sum of all flow changes divided by the sum of all link flows is less than this number.
Suggested value is 0.001.
Maximum number of trials used to solve the nonlinear fire flow equations. Suggested value is 40.
Critical Node Searching Range
Used to specify which nodes will be evaluated for minimum pressures during the fireflow simulation. Choose between Fire Nodes, Entire Network and Domain.
The domain option will be available only when a domain has already been created. Note: A Critical Node Searching Range must be set to a domain of junctions or an error message will be generated.