The caller on the phone said something like this: “I just received the pump you sold me, and it’s got 150-pound flanges. This pump is going to be putting out 550 feet of head. That’s 238 pounds per square inch (psi).” What the consultant could have said (but resisted for the sake of diplomacy) is, “No, it doesn’t have 150-pound flanges. There’s no such thing.” This confusion began in 1927, when the American Engineering Standards Committee (the original name of the group now known as the American National Standards Institute) published Standard B16e. It was this first standard that codified flanges as 150-pound, 300-pound, etc. Various reviews and technical advances resulted in several updates to the standard over the years, but it was not until 1973 that the obsolete nomenclature was replaced with the term “class” to denote operating pressure ranges of the various flanges. But this allowed plenty of time for the former description to become well-entrenched and misunderstood.
The right type of gasket can allow much higher pressures to be accommodated than those implied by the old flange terminology.
Pioneer Pump
12/06/2016
Image 1. It is important to overcome confusion that still exists concerning details about flanges. (Courtesy of Pioneer Pump)
Currently, American Society of Mechanic Engineers (ASME) B16.5 and its ductile iron counterpart, B16.42, are detailed and complex, and they contain comprehensive information regarding flange dimensions, bolting, gaskets, materials, temperatures, styles and more. Although they provide significant detail, some basic misunderstandings of flange ratings persist.
For example, what is the pressure rating of that “Class 150” flange? It is certainly not 150 pounds per square inch gauge (psig). It actually varies quite a bit with temperature and materials of construction, but let’s concentrate on the usual “cold water, non-shock” rating. Per the standards, this “base” rating is for temperatures between minus 29 C and 38 C (minus 20 F and 100 F). For a pump cast in American Society for Testing and Materials (ASTM) A395 60-40-18 ductile iron, the flanges, if designed to Class 125 dimensions, are considered to be Class 150 flanges and rated to 250 psi—that is a head of 578 feet. So a 250-psi application does not require Class 250 flanges. And there is a healthy margin associated with this upper limit. The ASTM B16.42 standard requires that flanges of any pressure-containing vessel, cast in ASTM A395 ductile iron and equipped with Class 150 flanges, be able to withstand a hydrostatic test of at least 1.5 times the rating. This would correspond to a pressure of at least 375 psig.
Does this mean that a Class 150 ductile iron flange subjected to a pressure of 375 psi is in danger of rupture? No; the pressure rating is not based on a mechanical failure of the flange. Rather, it is based on the ability of the flange to accommodate clamping forces adequate to retain a gasket seal without leaking.
If a flange is too thin or has too few bolt holes, it will distort at some pressure. It will not maintain adequate face flatness to allow proper gasket retention with conventional gaskets. But this does not mean the vessel (pump case) to which the flanges are attached is capable of withstanding this pressure. The pump case could rupture at 250 psi, but should that happen, you can be fairly certain the flanges will not be the weak link. In other words, unless the pressure is significantly higher than the ASME standard rating times its safety factor, the flange should not be the point of concern. The pump manufacturer should make the working pressure limit of the pump very clear.
How were the flange ratings determined? Regarding ductile iron flanges, as governed by ASME B16.42, the ratings were derived from equations found in “Non-mandatory Appendix B, Methods for Establishing Pressure-Temperature Ratings.”
The ambient rating equation is shown in Equation 1. It is worth noting (and illustrative of the conservative nature of the published flange ratings) that using this equation for a Class 150 flange, constructed of ASTM A395, 60-40-18 ductile iron, produces a flange rating of 315 psig. This is 65 psi higher than the rating as published in the tables found in the standard. Using the standard’s requirement of a hydrostatic test pressure of at least 1.5 times the rating, this would mean the flange can safely handle 473 psi. This is not intended to advocate using Class 150 ductile iron flanges for duty at 473 psi, but applying the requirements and methods of the ASME B16.42 seems to arrive at this value.
This standard pertains specifically to castings that conform to ASTM A395, “Standard Specification for Ferritic Ductile Iron Pressure-Retaining Castings for Use at Elevated Temperatures.” Within this standard, only one grade is noted, the 60-40-18. However, the same grade exists under standard ASTM A536 and possesses the same mechanical properties. It would require a careful reading of both standards to determine if ASTM A536 60-40-18 “conforms to” the requirements of ASTM A395. However, because the flange ratings are based upon the mechanical properties of the materials, it would be difficult to imagine how the latter material would not meet the requirements of ASTM B16.42.
For flanges not cast in iron or ductile iron, there is a good deal more latitude in the materials covered by standard ASTM B16.5. Accordingly, there is a broader range of variation in the pressure ratings. In this standard, the materials of construction are classified into material groups, of which there are at least 27. The material group determines the pressure rating for any flange class. As with the standard for ductile iron flanges, B16.5 includes equations by which the published pressure limits are determined. However, the standard includes a proviso that states that ratings cannot exceed listed ceiling pressures.
Where the equation might result in a pressure much greater than the published standard limit, “ratings in excess of these ceiling values are not permitted under this standard.”1
Nevertheless, if a pump is cast in CD4MCu duplex stainless steel and its flanges are designed to Class 150 dimensions, its pressuring rating (not including a safety factor) will be 290 psig at or below 100 F. This is equivalent to a head of 670 feet. Accounting for the hydrostatic test requirement of at least 1.5, this yields a safe pressure of 435 psi, or 1,005 feet of head. Again, this is not to advocate using flanges above their published pressure limit, but there is certainly no need to fear a mechanical failure at the hydrostatic test value.
The ASTM standards are not the only standards governing flange ratings. The American Water Works Association (AWWA) C110 standard for ductile iron-flanged fittings states, “Ductile-iron flange-joint fittings are rated for 250-psi (1,724-kPa) working pressure; however, 24-inch (600-millimeter) and smaller sizes may be rated for 350 psi (2,413 kPa) with the use of special gaskets.”2
This same AWWA standard states that a surge allowance of 100 psi may be applied to the published limits. But as the standard states, these higher pressures also call for special gaskets. Not all gaskets are the same. A neoprene or Buna gasket, designed for a Class 150 flange, is not going to accommodate the clamping forces necessary to ensure a seal at pressures nearing the flange rating limits. Such gaskets will extrude when the flange bolts are over-tightened. For these high-pressure applications, a stiffer gasket material is required. Gasket manufacturers publish pressure ratings for various materials. To be certain of a reliable seal, use specialized gaskets such as the spiral-wound type.
The right type of gasket and a little knowledge about flanges—and the standards that govern their design and use—will allow much higher pressures to be accommodated than those implied by the old flange terminology. There is no such thing as a 150-pound or 250-pound flange. If you purchase a ductile iron pump for an application at 500 feet of head, understand that the pump’s standard Class 150 flanges are up to the task. If you quote a CD4MCu pump for an application at 650 feet, remember that you do not need an adder or the increased lead time for Class 250 flanges.
References
1. ASME B16.5-2009, Appendix A, Section A-3
2. AWWA C110-12 “Ductile Iron And Gray Iron Fittings”