curtis2004
Mechanical
- Jan 8, 2010
- 301
Hello Everyone,
I am trying to determine design pressure of penstock in hydro power plant. Currently there are mix of Class 300, 400, and 600 valves are used as drain valve for different equipment close to the bottom of the penstock. The elevation change from maximum elevation of reservoir where penstock starts to bottom of the turbine which discharges to a lake is 1,355'. This results in static head of 1,572:2.37 = 572 psig.
There was commissioned a Study which analyzed different emergency scenarios and associated pressure transients with it. Based on this Study, worse case scenario was emergency TIV (Turbine Inlet Valve) closure, during which pressure rises to 806 psig at the inlet of TIV. My first instinct was accept 806 psig as design pressure. However, later I realized that this is not normal sustained operations. Main concern here was we need to replace all Class 300 valves and flanges because MAWPat 38C for Class 300 is 740 psig.
Clause 101.2.2 Internal Design Pressure states "The internal design pressure shall be not less than the maximum sustained operating pressure(MSOP)within the piping system including the effects of static head."
There is a clause 102.2.4 Ratings: Allowance for Variation From Normal Operation, which states "The maximum internal pressure and temperature allowed shall include considerations for occasional loads and transients of pressure and temperature. It is recognized that variations in pressure and temperature inevitably occur, and therefore the piping system, except as limited by component standards referred to in para. 102.2.1 or by manufacturers of components
referred to in para. 102.2.2, shall be considered safe for occasional short operating periods at higher than design pressure or temperature. For such variations, either pressure or temperature, or both, may exceed the design values if the computed circumferential pressure stress does not exceed the maximum allowable stress from Mandatory Appendix A for the coincident temperature by
(A) 15% if the event duration occurs for no more than 8 hr at any one time and not more than 800 hr/yr, or
(B) 20% if the event duration occurs for not more than 1 hr at any one time and not more than 80 hr/yr".
I checked ASME B16.34 which only allows 10% variance from rated pressures and only in case of PRV, PSV, and Rupture Disc operations at clause 2.5.1. There is a Clause 2.5.2, which doesn't says anything except it is responsibility of the end user in case of other variances if valve is damaged by exceeding pressure/temperature rating.
There is Clause 2.5.3 System Hydrostatic Tests, which states "If valves conforming to this Standard are subjected to hydrostatic pressure testing of piping systems with the valve in the closed position at pressures greater than the 38°C (100°F) rating, or, if applicable, at pressure greater than the closed pressure differential shown on the valve identification plate (see para. 4.3.3), damage resulting from such testing is solely the responsibility of the user. In the open position, valves installed in a piping system may be subjected to system pressure tests at pressures that do not exceed the hydrostatic shell test of para. 7.1, provided the user has determined that there are no functional limitations, for example, restrictions on actuating devices or special materials of construction".
They even do not recommend include valves for hydrostatic tests at 1.5 x rated pressure.
I could only find similar discussions on B31.3 few years back:
What do you think, is Class 300 valve per B16.34 is good for above mentioned conditions?
Thanks,
Curtis
I am trying to determine design pressure of penstock in hydro power plant. Currently there are mix of Class 300, 400, and 600 valves are used as drain valve for different equipment close to the bottom of the penstock. The elevation change from maximum elevation of reservoir where penstock starts to bottom of the turbine which discharges to a lake is 1,355'. This results in static head of 1,572:2.37 = 572 psig.
There was commissioned a Study which analyzed different emergency scenarios and associated pressure transients with it. Based on this Study, worse case scenario was emergency TIV (Turbine Inlet Valve) closure, during which pressure rises to 806 psig at the inlet of TIV. My first instinct was accept 806 psig as design pressure. However, later I realized that this is not normal sustained operations. Main concern here was we need to replace all Class 300 valves and flanges because MAWPat 38C for Class 300 is 740 psig.
Clause 101.2.2 Internal Design Pressure states "The internal design pressure shall be not less than the maximum sustained operating pressure(MSOP)within the piping system including the effects of static head."
There is a clause 102.2.4 Ratings: Allowance for Variation From Normal Operation, which states "The maximum internal pressure and temperature allowed shall include considerations for occasional loads and transients of pressure and temperature. It is recognized that variations in pressure and temperature inevitably occur, and therefore the piping system, except as limited by component standards referred to in para. 102.2.1 or by manufacturers of components
referred to in para. 102.2.2, shall be considered safe for occasional short operating periods at higher than design pressure or temperature. For such variations, either pressure or temperature, or both, may exceed the design values if the computed circumferential pressure stress does not exceed the maximum allowable stress from Mandatory Appendix A for the coincident temperature by
(A) 15% if the event duration occurs for no more than 8 hr at any one time and not more than 800 hr/yr, or
(B) 20% if the event duration occurs for not more than 1 hr at any one time and not more than 80 hr/yr".
I checked ASME B16.34 which only allows 10% variance from rated pressures and only in case of PRV, PSV, and Rupture Disc operations at clause 2.5.1. There is a Clause 2.5.2, which doesn't says anything except it is responsibility of the end user in case of other variances if valve is damaged by exceeding pressure/temperature rating.
There is Clause 2.5.3 System Hydrostatic Tests, which states "If valves conforming to this Standard are subjected to hydrostatic pressure testing of piping systems with the valve in the closed position at pressures greater than the 38°C (100°F) rating, or, if applicable, at pressure greater than the closed pressure differential shown on the valve identification plate (see para. 4.3.3), damage resulting from such testing is solely the responsibility of the user. In the open position, valves installed in a piping system may be subjected to system pressure tests at pressures that do not exceed the hydrostatic shell test of para. 7.1, provided the user has determined that there are no functional limitations, for example, restrictions on actuating devices or special materials of construction".
They even do not recommend include valves for hydrostatic tests at 1.5 x rated pressure.
I could only find similar discussions on B31.3 few years back:
What do you think, is Class 300 valve per B16.34 is good for above mentioned conditions?
Thanks,
Curtis