Safety & Relief Engineering

PSV Inlet Pressure Loss

Verify that inlet piping pressure loss to a pressure safety valve does not exceed the 3% non-recoverable limit per API 520 Part II. Excessive inlet loss causes valve chatter, seat damage, and catastrophic loss of relieving capacity.

Maximum inlet loss

3% of Pset

Non-recoverable pressure drop limit per API 520 Part II Section 6.2.

Mach limit

< 0.5

Inlet velocity should stay below Mach 0.5 to avoid compressible flow effects.

Best practice

Direct mount

Mount PSV directly on vessel nozzle to eliminate inlet piping loss.

Use this when you need to:

  • Verify PSV inlet piping meets API 520 Part II.
  • Diagnose PSV chatter or premature re-seat.
  • Size inlet piping for new PSV installations.
  • Evaluate impact of adding inlet block valves.

1. The 3% Rule

API 520 Part II Section 6.2 establishes the fundamental requirement for PSV inlet piping: the non-recoverable pressure loss between the protected equipment and the pressure safety valve inlet flange must not exceed 3% of the valve set pressure at the rated flow capacity.

API 520 Part II — 3% inlet loss rule: ΔP_inlet ≤ 0.03 × P_set Where: ΔP_inlet = Non-recoverable inlet pressure loss (psi) P_set = PSV set pressure (psig) Example: For P_set = 285 psig: ΔP_max = 0.03 × 285 = 8.55 psi

Why 3%?

The 3% limit is derived from the typical blowdown (re-seat pressure differential) of spring-loaded pressure relief valves. Most conventional PSVs have a blowdown of 7-10% of set pressure. If inlet pressure loss exceeds 3%, the effective pressure at the valve inlet drops far enough below set pressure that the valve attempts to re-seat while the vessel pressure is still above set. This creates the rapid open-close cycling known as chatter.

Non-recoverable loss

Friction only

The 3% rule applies to non-recoverable losses (friction and turbulence), not velocity head which is recoverable when flow stops.

At rated capacity

Full flow

Loss must be checked at the rated relieving capacity of the PSV, not at reduced flows or partial lift.

Cumulative

All components

Includes all pipe, fittings, valves, and entrance losses between the vessel nozzle and the PSV inlet flange.

Set pressure basis

Not MAWP

The 3% is calculated from the valve set pressure, not the vessel MAWP, design pressure, or relieving pressure.

When Is the 3% Rule Checked?

01

New PSV installations. Every new pressure safety valve must have its inlet piping verified against the 3% rule before commissioning. This is a mandatory engineering deliverable.

02

PSV re-sizing. When a relief scenario changes (higher flow, different fluid), the existing inlet piping must be re-checked for the new rated capacity.

03

Piping modifications. Adding fittings, block valves, or extending the inlet run requires re-verification of the 3% limit.

04

Chatter investigation. If a PSV is exhibiting chatter or premature re-seat, inlet pressure loss is the first thing to evaluate.

Critical distinction: The 3% rule applies to the inlet piping only. Outlet (discharge) piping backpressure has a separate set of requirements governed by API 520 Part II Section 6.4 and depends on whether the PSV is conventional, balanced bellows, or pilot-operated.

2. Chatter & Flutter

Chatter is the rapid, full-stroke opening and closing of a PSV at frequencies of 10 to 100 Hz. It is the most common and most destructive consequence of excessive inlet pressure loss. A chattering PSV can destroy its seat in a matter of seconds and lose the ability to seal, resulting in a continuous leak or complete failure to relieve.

The Chatter Cycle

Understanding the chatter mechanism is essential for diagnosing and preventing the problem. The sequence of events is as follows:

01

Vessel pressure reaches set pressure. The PSV begins to open. The valve disc lifts off the seat and flow begins through the inlet piping.

02

Flow accelerates through inlet piping. As relieving flow establishes, velocity in the inlet pipe increases rapidly. Friction loss increases with the square of velocity.

03

Pressure at PSV inlet drops. The frictional pressure drop reduces the pressure at the valve inlet flange below the set pressure. If the drop exceeds the blowdown setting, the valve interprets this as the vessel pressure having fallen below the re-seat point.

04

PSV closes (re-seats). The spring force overcomes the reduced pressure force on the disc, and the valve snaps closed.

05

Pressure rebuilds instantly. With the valve closed, flow stops and the inlet pressure drop disappears immediately. The full vessel pressure is now applied to the valve disc again.

06

Cycle repeats. The valve reopens because pressure exceeds set, flow re-establishes, pressure drops, and the valve closes again. This repeats at high frequency.

Chatter vs. Flutter vs. Cycling

Behavior Frequency Stroke Cause Severity
Chatter 10 - 100 Hz Full Excessive inlet loss (> 3%) Destructive — damages seat in seconds
Flutter 1 - 10 Hz Partial Oversized valve, process instability Moderate — accelerated wear
Cycling < 1 Hz Full Normal operation near set pressure Low — normal wear if infrequent

Consequences of Chatter

Seat damage

Immediate

Repeated high-energy impacts between disc and nozzle destroy the seating surface, causing the valve to leak continuously after the event.

Reduced capacity

Dangerous

A chattering valve cannot achieve full lift and delivers only a fraction of its rated relieving capacity, potentially allowing overpressure.

Mechanical failure

Catastrophic

Spring fatigue, guide damage, and body cracking can result from sustained high-frequency cycling. Complete valve failure is possible.

Piping fatigue

Progressive

Pressure pulsations from chatter create cyclic loading on inlet and outlet piping, leading to fatigue failures at welds and connections.

Field indicator: If a PSV is producing a rapid buzzing or machine-gun sound during a relief event, it is chattering. Shut down the overpressure source immediately if possible and investigate inlet piping pressure loss before returning the valve to service.

3. Darcy-Weisbach Method

The Darcy-Weisbach equation is the standard method for calculating frictional pressure loss in pipe. For PSV inlet loss verification, it is applied to determine the total non-recoverable pressure drop from the vessel nozzle to the PSV inlet flange.

Darcy-Weisbach equation: ΔP = f × (L_eq / D) × ρ × v² / (2 × g_c) Where: ΔP = Pressure drop (psf, divide by 144 for psi) f = Darcy friction factor (dimensionless) L_eq = Total equivalent length of pipe + fittings (ft) D = Pipe internal diameter (ft) ρ = Fluid density (lb/ft³) v = Fluid velocity (ft/s) g_c = 32.174 lbm-ft/(lbf-s²) In psi: ΔP (psi) = f × (L_eq / D) × ρ × v² / (2 × g_c × 144)

Friction Factor: Colebrook-White Equation

The Darcy friction factor depends on the Reynolds number and the relative roughness of the pipe. For turbulent flow (Re > 4000), the Colebrook-White implicit equation is used:

Colebrook-White equation: 1/sqrt(f) = -2 × log10(ε/(3.7 × D) + 2.51/(Re × sqrt(f))) Where: f = Darcy friction factor ε = Pipe absolute roughness (ft) D = Pipe internal diameter (ft) Re = Reynolds number = ρ × v × D / μ Typical roughness values: Commercial steel (CS): 0.0018 in (0.00015 ft) Stainless steel (SS): 0.0006 in (0.00005 ft) Galvanized steel: 0.006 in (0.0005 ft) Laminar flow (Re < 2300): f = 64 / Re

Since the Colebrook-White equation is implicit in f, it must be solved iteratively. Common approaches include:

  • Swamee-Jain approximation: Explicit formula accurate to within 1% for 5000 < Re < 10^8 and 10^-6 < ε/D < 10^-2
  • Newton-Raphson iteration: Starting from Swamee-Jain, typically converges in 3-5 iterations
  • Moody chart: Graphical lookup, useful for manual verification

Reynolds Number

Reynolds number: Re = ρ × v × D / μ Where: ρ = Fluid density (lb/ft³) v = Fluid velocity (ft/s) D = Pipe internal diameter (ft) μ = Dynamic viscosity (lb/(ft-s)) Conversions: 1 cP = 6.7197 × 10^-4 lb/(ft-s) 1 cP = 0.001 Pa-s

Gas Density at Conditions

For gas and vapor service, the fluid density must be calculated at the relieving conditions (relieving pressure and temperature). Using the ideal gas law:

Gas density (ideal gas): ρ = P × MW / (Z × R × T) Where: P = Relieving pressure, absolute (psia) MW = Molecular weight (lb/lbmol) Z = Compressibility factor (1.0 for ideal gas) R = 10.7316 psia-ft³/(lbmol-R) T = Temperature (Rankine = °F + 459.67)

Velocity and Mach Number

Inlet velocity: v = (W / 3600) / (ρ × A) Where: W = Relieving mass flow rate (lb/hr) ρ = Fluid density at relieving conditions (lb/ft³) A = Pipe flow area = π/4 × D² (ft²) Mach number (gas/vapor): Ma = v / c Where: c = sqrt(k × g_c × R_univ × T / MW) k = Cp/Cv ratio g_c = 32.174 lbm-ft/(lbf-s²) R_univ = 1545.35 ft-lbf/(lbmol-R) Limit: Ma < 0.5 to avoid compressible flow effects.
Compressible flow: The Darcy-Weisbach equation assumes incompressible flow. When the inlet Mach number exceeds approximately 0.3, compressible flow effects become significant and the actual pressure drop will be higher than predicted by incompressible methods. For Mach > 0.5, compressible flow analysis (Fanno flow) should be used.

Example: Gas Service Inlet Loss

Given: Natural gas PSV, P_set = 285 psig, 10% overpressure, MW = 18, k = 1.3, T = 150°F, W = 50,000 lb/hr, 3" Sch STD pipe (ID = 3.068 in), 5 ft straight run + one 90° elbow, steel roughness = 0.0018 in

Step 1: Relieving pressure

P_relieve = 285 × 1.10 = 313.5 psig = 328.2 psia T = 150 + 459.67 = 609.67 R

Step 2: Gas density

ρ = 328.2 × 18 / (1.0 × 10.7316 × 609.67) ρ = 5907.6 / 6541.9 = 0.903 lb/ft³

Step 3: Flow area and velocity

D = 3.068 / 12 = 0.2557 ft A = π/4 × 0.2557² = 0.05134 ft² W = 50,000 / 3600 = 13.89 lb/s Q = 13.89 / 0.903 = 15.38 ft³/s v = 15.38 / 0.05134 = 299.6 ft/s

Step 4: Mach number check

c = sqrt(1.3 × 32.174 × 1545.35 × 609.67 / 18) c = sqrt(2,186,041) = 1,478 ft/s Ma = 299.6 / 1,478 = 0.203 (OK, below 0.5)

Step 5: Reynolds number and friction factor

μ ~ 0.012 cP = 8.06 × 10^-6 lb/(ft-s) Re = 0.903 × 299.6 × 0.2557 / 8.06e-6 = 8,594,000 ε/D = (0.0018/12) / 0.2557 = 5.87 × 10^-4 f (Colebrook) ~ 0.0175

Step 6: Equivalent length

Elbow 90°: L/D = 30 → L_eq = 30 × 0.2557 = 7.67 ft Straight pipe: 5.0 ft Total L_eq = 5.0 + 7.67 = 12.67 ft

Step 7: Pressure drop

ΔP = 0.0175 × (12.67/0.2557) × 0.903 × 299.6² / (2 × 32.174 × 144) ΔP = 0.0175 × 49.55 × 0.903 × 89,760 / 9,266 ΔP = 0.0175 × 49.55 × 8.74 ΔP = 7.58 psi

Step 8: 3% check

3% limit = 0.03 × 285 = 8.55 psi Loss = 7.58 psi = 2.66% of set pressure Result: PASS (7.58 < 8.55 psi), but minimal margin.

4. Equivalent Length Method

The equivalent length method converts fittings, valves, and other flow obstructions into an equivalent length of straight pipe that would produce the same pressure drop. This method, documented in Crane Technical Paper 410, is the standard approach for PSV inlet loss calculations.

L/D Ratios for Common Fittings

Each fitting type is assigned an L/D ratio (equivalent length in pipe diameters). The actual equivalent length in feet is obtained by multiplying L/D by the pipe internal diameter in feet.

Fitting L/D Ratio Notes
90° standard elbow (long radius) 30 Most common in PSV inlet piping
90° short radius elbow 50 Avoid in PSV inlet piping
45° elbow 16 Preferred over 90° when direction change needed
Tee (branch flow) 60 Highest loss of common fittings
Tee (run-through) 20 Lower loss than branch flow
Gate valve (full open) 8 Must be CSO or locked open
Ball valve (full bore, full open) 3 Lowest loss of any valve type
Globe valve (full open) 340 Never use in PSV inlet piping
Check valve (swing) 100 Not typically in PSV inlet
Reducer (sudden contraction) ~15 Varies with diameter ratio
Equivalent length calculation: L_eq,fitting = (L/D) × D_pipe Where: L/D = Fitting L/D ratio from Crane TP-410 D_pipe = Pipe internal diameter (ft) Total equivalent length: L_total = L_straight + Σ(L_eq,fitting_i) Example for 3" STD pipe (ID = 3.068 in = 0.2557 ft): 1 x 90° elbow: 30 × 0.2557 = 7.67 ft 1 x gate valve: 8 × 0.2557 = 2.05 ft 5 ft straight: 5.0 ft Total: 14.72 ft

K-Factor Method (Alternative)

An alternative to the equivalent length method is the resistance coefficient (K-factor) method, which is sometimes more accurate for specific fittings:

K-factor method: ΔP_fitting = K × ρ × v² / (2 × g_c × 144) Where: K = f_T × (L/D), and f_T is the friction factor at full turbulence for the given pipe size For most PSV inlet calculations, the equivalent length method and K-factor method give similar results. The equivalent length method is more commonly used because it integrates directly into the Darcy-Weisbach equation.
Entrance loss: The entrance from the vessel nozzle into the inlet pipe has an associated loss. For a flush (square-edged) entrance, K = 0.5. For a well-rounded entrance, K = 0.04. This entrance loss is often small compared to pipe friction and fittings but should be included for thoroughness in critical applications.

5. Inlet Pipe Sizing

Proper inlet pipe sizing is the primary means of controlling PSV inlet pressure loss. The relationship between pipe diameter and pressure drop is strongly non-linear: pressure drop varies approximately with the fifth power of diameter for a given flow rate (since both velocity and friction factor change with diameter).

General Sizing Rules

Minimum size

Equal to PSV inlet

Inlet pipe must never be smaller than the PSV inlet flange size. This is an absolute minimum per API 520.

Preferred size

One size larger

Industry best practice is to use inlet piping one NPS size larger than the PSV inlet flange to provide margin.

Velocity limit

Mach < 0.5

Gas velocity in the inlet pipe should not exceed Mach 0.5. Ideally, keep below Mach 0.3 to avoid acoustic issues.

Pipe length

As short as possible

Minimize the distance between the vessel nozzle and the PSV. Direct mounting on the nozzle is the ideal configuration.

API 526 Orifice Sizes and Typical Inlet Connections

Orifice Area (in²) Typical Inlet Minimum Pipe Preferred Pipe
D 0.110 1" 1" NPS 1-1/2" NPS
E 0.196 1" 1" NPS 1-1/2" NPS
F 0.307 1-1/2" 1-1/2" NPS 2" NPS
G 0.503 1-1/2" 1-1/2" NPS 2" NPS
H 0.785 2" 2" NPS 3" NPS
J 1.287 3" 3" NPS 4" NPS
K 1.838 3" 3" NPS 4" NPS
L 2.853 4" 4" NPS 6" NPS
M 3.600 4" 4" NPS 6" NPS
N 4.340 4" 4" NPS 6" NPS
P 6.380 6" 6" NPS 8" NPS
Q 11.050 6" 6" NPS 8" NPS
R 16.000 8" 8" NPS 10" NPS
T 26.000 8" or 10" 10" NPS 12" NPS

Effect of Pipe Size on Pressure Drop

The sensitivity of pressure drop to pipe diameter is dramatic. For the same flow rate, doubling the pipe diameter reduces the velocity by a factor of 4 (area doubles squared) and reduces the pressure drop by approximately a factor of 32 (fifth power relationship). This is why increasing one pipe size is often sufficient to move from a failing to a passing 3% check.

Reducer at PSV inlet: If the inlet pipe is larger than the PSV inlet flange, a concentric reducer is required at the valve. The reducer itself adds a small amount of pressure loss (K ~ 0.1 to 0.3 depending on diameter ratio), but this is almost always far less than the friction savings from the larger pipe. Always use a gradual (eccentric or concentric) reducer, never a sudden contraction.

6. Best Practices

Following established best practices for PSV inlet piping design eliminates the vast majority of inlet loss problems. These recommendations are drawn from API 520 Part II, API 521, and decades of industry operating experience.

Inlet Piping Design Rules

01

Mount PSV directly on the vessel nozzle. This is the single most effective way to minimize inlet pressure loss. With zero inlet piping, the only loss is the nozzle entrance itself. This configuration is always preferred when mechanically feasible.

02

Keep inlet piping as short as possible. If direct mounting is not possible, use the shortest practical pipe run. Every foot of pipe adds friction loss. Target a maximum of 5-10 feet of inlet piping.

03

Minimize fittings. Each elbow, tee, or valve adds equivalent length to the inlet. One 90-degree elbow in a 3-inch pipe adds the equivalent of 7.7 feet of straight pipe. Avoid fittings wherever possible.

04

Use full-bore valves only. If an inlet block valve is required, use a full-bore gate valve or full-bore ball valve. Never use globe valves, butterfly valves, or reduced-bore valves in PSV inlet piping.

05

Size inlet pipe at least equal to PSV inlet. The inlet pipe must be at least the same NPS as the PSV inlet flange. Using one size larger is preferred to provide safety margin against the 3% rule.

06

Lock block valves open. All inlet block valves must be Car-Sealed-Open (CSO) or locked open per API 520 Part II Section 6.3. Administrative controls alone are not acceptable.

Common Design Mistakes

Mistake Impact Correction
Inlet pipe smaller than PSV inlet Guaranteed 3% failure; severe chatter Always match or exceed PSV inlet size
Globe valve in inlet piping L/D = 340; massive pressure drop Replace with gate valve (L/D = 8) or ball valve (L/D = 3)
Long pipe run with multiple elbows Cumulative fittings + friction exceed 3% Re-route for shorter, straighter path
Not checking at rated capacity Passes at low flow, fails at full relief Always verify at 100% rated flow
Using reduced-bore block valve Creates flow restriction; increased loss Use full-bore gate or ball valve only
Ignoring future modifications Adding a fitting later may cause failure Design with margin; document 3% analysis

Pilot-Operated PSVs

Pilot-operated pressure relief valves (POPRVs) are an alternative when conventional spring-loaded valves cannot meet the 3% rule. POPRVs sense pressure through a small pilot line connected upstream of any inlet piping losses, making them largely immune to inlet pressure drop effects.

Advantage

No 3% limitation

Pilot senses true vessel pressure. Main valve is not affected by inlet piping friction loss.

Consideration

Pilot line routing

Pilot sense line must be connected upstream of any restrictions, directly to the vessel or upstream header.

Limitation

More complex

POPRVs require more maintenance, have more failure modes, and are not suitable for all services (e.g., dirty or polymerizing fluids).

Application

Remote PSVs

Ideal when PSV must be located far from the protected equipment due to space constraints or maintenance access.

Multiple PSVs on Common Inlet Header

When multiple PSVs share a common inlet header, the 3% rule applies to the total flow through the header. Special considerations include:

  • Simultaneous relief: If multiple valves can open simultaneously, the header must be sized for the combined flow.
  • Staggered set pressures: If PSVs have different set pressures, check each combination of open valves against the 3% rule.
  • Header sizing: The common header is typically two pipe sizes larger than the largest individual PSV inlet to accommodate multiple flows.
  • Individual laterals: Each lateral from the header to a PSV must also satisfy the 3% rule independently.

Documentation Requirements

Every PSV installation should have a documented inlet pressure loss calculation on file. This calculation is part of the relief device engineering record and is typically included in the relief device data sheet (API 520 Part I Annex A). The calculation should be reviewed and updated whenever the relief scenario, valve sizing, or inlet piping is modified.

References:
• API 520 Part II, Section 6.2 — Inlet Piping
• API 520 Part II, Section 6.3 — Inlet Block Valves
• API 521, Section 5.4.3 — Inlet Piping to PRDs
• Crane TP-410 — Flow of Fluids Through Valves, Fittings, and Pipe

References

  • API 520 Part II (6th Ed., 2015) — Sizing, Selection, and Installation of Pressure-Relieving Devices: Part II — Installation
  • API 521 (6th Ed., 2014) — Pressure-Relieving and Depressuring Systems
  • API 526 (7th Ed., 2017) — Flanged Steel Pressure-Relief Valves
  • ASME BPVC Section VIII, Division 1 — UG-125 through UG-137: Pressure Relief Devices
  • Crane Technical Paper 410 (26th printing) — Flow of Fluids Through Valves, Fittings, and Pipe
  • GPSA Engineering Data Book, Chapter 18 — Safety, Relief, and Environmental
  • NFPA 30 — Flammable and Combustible Liquids Code