# How does the Pressure Reducing Valve (PRV) work in WaterGEMS and WaterCAD?

 Applies To Product(s): WaterGEMS, HAMMER, WaterCAD Version(s): CONNECT Edition, V8i Area: Modeling Original Author: Jesse Dringoli and Mark Pachlhofer, Bentley Technical Support Group

# Problem

How does the Pressure Reducing Valve (PRV) work?

# Solution

#### Definition

Pressure reducing valves (PRVs) throttle (ie. restrict) flow to prevent the downstream pressure or hydraulic grade from exceeding a user-defined value.

#### PRV Effects on the System

• The upstream hydraulic grade and pressure increase.
• The downstream hydraulic grade and pressure decrease.

#### Practical Applications

• To separate pressure zone boundaries in water distribution networks.
• To avoid downstream pressures that could have damaging effects on the system (eg. burst pipes, cause relief valves to open).

#### Steps to Create

1. Select PRV from the layout toolbar.
2. Place it in the network.
3. Define the PRV's attributes.

Note: For a complete list of the PRV attributes explained in detail, see the help article "Pressure Reducing Valve (PRV) Attributes". A couple of notes for PRV attributes are included below.

Valve "Status (Initial)":

• Active: Valve is partially opened to limit the user-defined downstream pressure or hydraulic grade.
• Inactive: Valve is fully open.
• Closed

Minor Loss Coefficient:

A PRV's minor loss coefficient is only a concern when the valve is not throttling flow (ie. wide open). This is because the PRV introduces loss to meet a required downstream hydraulic grade or pressure.

#### Reverse flow through the PRV

Reverse flow through a PRV is allowed when the "Status (initial)" is set to Inactive.

When the PRV's "Status (initial)" is set to Active, reverse flow is not allowed and "Status (Calculated)" will be set to Closed. If you need to model reverse flow and keep the valve status as Active, consider a bypass pipe with a check valve:

#### Example

First, check how the system behaves without the PRV by setting the PRV's attribute "Status (Initial)" to Inactive (ie. fully open) and then computing the model:

• Downstream Pressure = 90psi
• Downstream Hydraulic Grade = 260ft

Next, check how the system behaves when the PRV is completely closed by setting "Status (Initial)" to Closed and then computing the model:

• Downstream Pressure = 35psi
• Downstream Hydraulic Grade = 130ft

Therefore, the PRV can control the downstream pressure to be between 35-90psi, or control the hydraulic grade to be between 130-260ft.

Now, switch "Status (Initial)" to Active to let the PRV's initial settings determine the valve status. The scenarios below give an idea of when the PRV's calculated status would be inactive, active and closed.

For: "Setting Type"  = Pressure
 Pressure Setting (Initial) Status (Calculated) 0psi Closed (1) 60psi Active (2) 100psi Inactive (3)

(1) If the PRV's downstream pressure can't be lowered to the value defined for the "Pressure Setting (Initial)", then the "Status (Calculated)" is set to Closed to provide the minimum downstream pressure.

(2) If the PRV's "Pressure Setting (Initial)" is below the downstream pressure when "Status (Initial)" is set to Inactive, and throttling the PRV will allow the "Pressure Setting (Initial)" to be maintained, then "Status (Calculated)" is set to Active (ie. partially open).

(3) If the PRV's "Pressure Setting (Initial)" is above the downstream pressure when "Status (initial)" is set to inactive, then the "Status (Calculated)" is set to Inactive (ie. fully open) as there is no throttling necessary. This is because even with the PRV fully open, the downstream pressure is already lower than required and any throttling would just decrease the pressure more.

Similarly, for: "Setting Type"  = Hydraulic grade

 Hydraulic Grade Setting (Initial) Status (Calculated) 125ft Closed (4) 190ft Active (5) 265ft Inactive (6)

(4) If the PRV's downstream hydraulic grade can't be lowered to the value defined for "Hydraulic Grade Setting (Initial)", then the "Status (Calculated)" is set to Closed to provide the minimum downstream hydraulic grade.

(5) If the PRV's "hydraulic Grade Setting (Initial)" is below the downstream hydraulic grade when "Status (Initial)" is set to Inactive, and throttling the PRV will allow the "Hydraulic Grade Setting (Initial)" to be maintained, then "Status (Calculated)" is set to Active (ie. partially open).

(6) If the PRV's "Hydraulic Grade Setting (Initial)" is above the downstream hydraulic grade when "Status (Initial)" is set to inactive, then the "Status (Calculated)" is set to Inactive (ie. fully open) as there is no throttling necessary. This is because even with the PRV fully open, the downstream hydraulic grade is already lower than required and any throttling would just decrease the hydraulic grade more.

### How is the headloss across the PRV determined?

The headloss across the PRV is calculated based on the difference between the upstream and downstream HGL's. The upstream and downstream HGL's  are determined from the boundary conditions of the model, which include tank, reservoir, or valve hydraulic grades.

### How does the PRV operate during a transient simulation in HAMMER?

During a transient simulation in HAMMER, by default, PRVs are assumed to operate at a fixed position based on the initial conditions, unless the modulation option is used. See: Using Modulating PRVs