Temperature difference ΔT is one of the most significant factors in piping stress analysis. It represents the difference between installation temperature Ti (Ambient Temperature) and operating temperature Top (Design Temperature):
ΔT = Ti - Top
Ambient Temperature - pipe wall temperature during final welding when the piping becomes a continuous structure. Ambient temperature equals:
For pipelines without pre-loaded expansion joints: average pipe wall temperature during final closure weld installation.
For pipelines with pre-loaded expansion joints: average pipe wall temperature before pre-loading.
Ambient temperature is typically unknown during design, so conservative minimum values based on regional climate data should be used. Welding cannot be performed below certain atmospheric temperature limits.
Calculate ambient temperature as:
Ti = max(Tconstr, Tatm)
where
Tconstr - minimum atmospheric temperature for outdoor construction and welding according to standards. Tconstr depends on steel type and wall thickness, typically between -20°C and 0°C.
When using shelters or pre-heating during welding, work can proceed at any atmospheric temperature. In this case, Ti = Tatm.
Tatm - actual atmospheric temperature during piping welding.
For buried PUR-insulated pipelines, Tatm is typically set to 0-10°C, assuming final welding occurs during backfilling when pipe wall temperature cannot be negative.
Project specifications must prohibit welding at atmospheric temperatures below Ti.
Design temperature Top is the average pipe wall temperature during normal operation. Typically equals the design fluid temperature.
For cold service piping where fluid temperature approaches maximum ambient temperature, use the higher of these values:
Top = max(Tproduct, Tcross-section)
where
Tproduct - design fluid temperature. Use temperature not exceeded for more than 30 days annually. For example, 150°C for district heating systems.
Tcross-section - average pipe cross-section temperature in warm conditions, including solar heating effects.
Pressure tests verify joint integrity and installation quality. For hydrotesting, atmospheric temperature must be above freezing to prevent water solidification. Typical test temperature is +20°C.
1. SNiP 2.01.07-85* - Loads and Effects (sections 8.1-8.7)
2. SNiP 2.01.01-82 - Structural Climatology and Geophysics (obsolete)
3. SNiP 23.01.99* - Structural Climatology (replaces SNiP 2.01.01-82)
4. SNiP II-3-79* - Thermal Engineering, Appendix 7 (obsolete)