Reference Tables
Inlet pressure-loss and outlet back-pressure rules of thumb per API Std 520 Part 2 with worked examples.
PSV INLET/OUTLET PIPING — API 520 PART 2 RULES · Source: API Std 520 Part 2, 7th Ed (2020) — Installation of Pressure-Relieving Devices
| Rule | Value / Limit | API 520 Pt 2 Section | Rationale | Typical Mitigation |
|---|---|---|---|---|
| Max non-recoverable inlet pressure loss (spring-loaded PSV) | 3% of CDP (set pressure) | 5.2.2, 7.3.3.2 | Prevents chatter; ensures reseat & stable operation | Shorten inlet; enlarge line; eliminate fittings |
| Max non-recoverable inlet loss (modulating pilot PSV) | Vendor-specified (often 7-50%) | 5.2.2 | Pilot sense-line isolates downstream effects | Verify w/ vendor; sense line per pilot spec |
| Max superimposed back pressure (conventional PSV) | 10% of set pressure (gauge) | 5.3.2.1 | Conventional spring: constant back pressure shifts set point ≈1:1 | Use balanced bellows or pilot if exceeded |
| Max built-up back pressure (conventional PSV) | 10% of set pressure | 5.3.2.2 | Lift force reduced by back pressure; 10% keeps capacity ≥ 97% | Increase outlet size; use bellows/pilot |
| Max back pressure (balanced bellows PSV) | 50% of set pressure (with Kb correction) | 5.3.3.2 | Bellows isolates disc from back pressure | Use Kb chart from API 520 Pt 1 Fig 30 |
| Max back pressure (pilot-operated PSV) | 50% of set pressure (typ); up to 90% w/ backflow preventer | 5.3.4.2 | Pilot vents to atmosphere for reset; some lift off BP | Confirm w/ vendor; add backflow preventer for >50% |
| Minimum horizontal inlet piping slope (liquid service) | Self-draining to PSV | 5.2.3 | Prevents liquid holdup, chatter, and freeze risk | Elevate PSV; install drip pocket |
| Minimum outlet piping slope (open discharge to flare header) | Self-draining to header | 5.6.3 | Avoid liquid trap; prevent slug loads on flare KO drum | Avoid pockets; slope ≥1:50 toward header |
| Max rated velocity in PSV outlet (discharge tail pipe) | 0.5 Mach (subsonic); sonic only w/ design check | 5.6.2 | Avoid shock cell damage, noise, tail pipe loads | Enlarge tail pipe; limit rated mass flow |
| Block valve upstream of PSV (when allowed) | Full port, car-sealed/locked open | 4.6.2, Table 2 | Continued overpressure protection during service/test | Full-port gate or ball valve; car seal + tag |
| Block valve downstream of PSV | Full port, car-sealed/locked open | 4.6.3 | Isolation for header maintenance / valve change-out | Full-port gate/ball; interlocked w/ inlet |
| Inlet line size | ≥ PSV inlet flange size; never smaller | 5.2.4 | Back-propagation of losses into inlet nozzle hurts operation | Match or enlarge; reducer only if P-drop OK |
| Outlet line size | ≥ PSV outlet flange size | 5.6.4 | Lower pressure drop = less back pressure = more capacity | Enlarge if needed to meet back-pressure limit |
| Relief device reaction force (liquid & gas) | Compute per Part 2 App C (mass flow × velocity) | App C | Protects piping/supports during relief event | Brace support per C / SwRI / vendor tables |
| Long horizontal drip legs on inlet | Avoid; drain to safe location | 5.2.3 | Collect condensate/water — chatter risk | Remove drip leg; install continuous slope |
QUICK-CHECK: DOES PSV PASS 3% INLET LOSS RULE?
| Input | Value | Unit | Notes |
|---|---|---|---|
| PSV Set Pressure (gauge) | 150 | psig | User input |
| Rated PSV mass flow | 50000 | lb/hr | From PSV sizing (nameplate × Kv) |
| Inlet pipe ID | 3.826 | in | NPS 4 Sch 40 |
| Inlet piping length (eq) | 15 | ft | Incl equiv length of fittings (L + ΣLe) |
| Fluid density at rated flow | 4.5 | lb/ft3 | From process data |
| Friction factor (Moody) | 0.018 | - | CS, turbulent |
| Calc | Formula | Result | |
| Velocity, ft/s | |||
| ΔP (psi) | |||
| 3% limit (psi) | |||
| Pass? |
Source: PSV_Inlet_Outlet_Piping_API520Pt2_Reference_v1.xlsx
© 2026 Inflection Point Engineering, LLC. All rights reserved. The content of this page — including calculation methods, reference data, written analysis, interactive tools, and source code — is the intellectual property of Inflection Point Engineering, LLC and is protected under applicable copyright, trademark, and trade secret laws. Unauthorized reproduction, redistribution, modification, or derivative use in whole or in part is prohibited without prior written consent.
Disclaimer. This material is provided for informational and educational purposes only and does not constitute professional engineering advice. Calculations, reference data, and methodologies are based on published standards and accepted engineering practice but are not a substitute for engineering judgment, site-specific analysis, or review by a licensed Professional Engineer. Inflection Point Engineering, LLC makes no warranties, express or implied, regarding the accuracy, completeness, or fitness for a particular purpose of any content presented here, and shall not be liable for any direct, indirect, incidental, or consequential damages arising from its use. Users assume all risk associated with applying this content to real-world design, operations, or decisions.
© 2026 Inflection Point Engineering, LLC. All rights reserved.