Best Way to Learn Process Design of Piping

The process design of piping involves finding a balance. This balance is between the size or diameter of the pipe and the pressure drop within it.

For a particular flow rate of fluid, selecting a larger pipe gives a lesser pressure drop. However, it increases the fixed cost of the pipe. On the other hand, a lower pressure drop means lower power consumption or lower operating cost.

Lower pressure drop reduce the size of the fluid-moving device (e.g. pump, fan, blower), so it reduce the fixed cost of the pump.

The fixed cost of the pipe increases with its diameter. Meanwhile, the pumping cost decreases as the diameter of the pipe increases.

Here, we need to balance the pipe diameter with the pressure drop in the pipe. We must find the optimum value of the pipe diameter.

Optimum Pipe Diameter

The optimum pipe diameter depends on the current cost of material. It also relies on the cost of power. Additionally, it depends on the rate of interest at a particular place and time. It changes with place and time.

Equation below is used to find the optimum diameter of the Carbon Steel Pipe.

This equation is valid for the turbulent flow of an incompressible fluid

Optimum Pipe Diameter equation for fluid flow, used to calculate the ideal pipe size for minimizing cost and maximizing efficiency in fluid transport systems.

Where, doptimum = Optimum pipe size, (mm)
G = Mass flow rate, (kg/s)
ρ = Density of fluid, (kg/m3)

Equation below is used to find the optimum diameter of Stainless Steel Pipe

This equation is valid for the turbulent flow of an incompressible fluid

Equation to calculate the optimum diameter of a Stainless Steel Pipe, used in engineering to determine the most efficient pipe size for balancing cost and performance.

where, doptimum = Optimum pipe size, (mm)
G = Mass flow rate, (kg/s)
ρ = Density of fluid, (kg/m3)

Standard Pipes

All standard pipes are available from 3 mm (1/8 in) to 600 mm (24 in) size.

Standard pipes are specified with three different diameters,

  1. Inside Diameter,
  2. Outside Diameter
  3. Nominal Diameter.

For standard pipes with a diameter exceeding 300 mm (12 in), Nominal Diameters match the actual Outside Diameter. Still, for smaller pipes, there is no relation between Nominal Diameter and Inside Diameter or Outside Diameter.

Standard Pipe Size Chart

Wall Thickness of the Standard Pipe

The schedule number indicates it is as per the US standards.

Equation for determining the Schedule Number of a pipe, representing the relationship between pipe wall thickness, internal pressure, and diameter for standard pipe sizing.

where, psf = Safe working pressure, N/mm2
σs = Safe allowable stress, N/mm2

The thickness of standard pipe increases with increases in schedule number.

Seamless standard pipes do not have welding joints.

Fabricated pipes are made by rolling the plates. The ends of the plate are then joined by welding. These pipes are also known as Electric Resistance Welded (ERW) pipes.

Using the following equation the thickness of the pipe, subjected to internal pressure.

Equation for calculating the thickness of a pipe subjected to internal pressure, used in engineering to ensure the pipe can withstand the given pressure without failure.

where, t = Thickness of pipe, mm
p = Internal design pressure, N/m2
ri = Inside radius of pipe, mm
ro = Outside radius of pipe, mm
σ = Allowable stress of pipe material at design temperature, N/m2
E = Joint efficiency; for seamless standard pipe, E = 1
CA = Corrosion allowance, mm

Suggested Fluid Velocities in Pipe

These are only for approximate calculations of pipe diameter. It can be used for the quick calculation of short-distance pipelines. It is also useful for estimating pipe size as a starting point for pressure drop calculations.

Table 1: Suggested Fluid Velocities in Pipe

FluidServiceSuggested Velocity (m/s)
WaterPump suction line0.3 to 1.5
 Pump discharge line2 to 3
 Average service1 to 2.5
 Gravity flow0.5 to 1
Steam0 to 2 atm g, saturated20 to 30
 2 to 10 atm g, saturated30 to 50
 Superheated below 10 atm g20 to 50
 Superheated above 10 atm g30 to 75
 Vacuum lines100 to 125
Air0 to 2 atm g20
 > 2 atm g30
Ammonia/refrigerantLiquid1.8
 Gas30
Organic liquids and oils 1.8 to 2
Natural gas 25 to 35
ChlorineLiquid1.5
 Gas10 to 25
Hydrochloric acidLiquid (aqueous)1.5
 Gas10
Inorganic liquids 1.2 to 1.8
Gas and vapours 15 to 30
Table 1: Suggested Fluid Velocities in Pipe

Pressure Drop-in Pipe

Fanning or Darcy equation gives the relation between pressure drop and pipe diameter. It is derived for steady flow in uniform circular pipes running full of liquid under isothermal conditions.

Fanning/Darcy equation used to calculate the frictional pressure drop in a fluid flow system, relating pressure loss to fluid velocity, pipe length, diameter, and friction factor.

where, Δp = Pressure drop, Pa
L = Length of pipe, m
ṁ = Mass flow rate of fluid, kg/s
ρ = Density of fluid, kg/m3
Di = Pipe inside diameter, m
v = Velocity of fluid, m/s
f = Fanning friction factor

The friction factor is a function of the Reynolds number (Re) and the roughness of the inside surface (ε).

Table 2 – Values of Surface roughness (ε) for various materials

MaterialSurface Roughness (ε), mm
Commercial steel or Wrought iron0.045 72
Galvanized iron0.152
Cast iron0.259
Concrete0.305 – 3.05
Riveted steel0.914 – 9.14
Brass, Lead, Glass, Cement, and Bituminous Linings0.001 524
  
Table 2: Values of Surface roughness (ε) for Various Materials

A plot of Fanning friction factor as a function of Reynolds number (Re) and relative roughness, ε/D, is given as

Friction Factor Chart displaying the relationship between the Reynolds number and the relative roughness of a pipe, used to determine the friction factor for fluid flow in pipes.
Friction Factor Chart

A more accurate relationship between f and Re for turbulent flow is given by

Graph showing the relationship between friction factor (f) and Reynolds number (Re) for turbulent flow, illustrating how friction factor decreases as Reynolds number increases in turbulent conditions.

where, Δp = Pressure drop, kPa
L = Length of pipe, m
Di = Pipe inside diameter, mm

Pressure Drop in Fittings and Valves

In addition to pipes, the piping system contains fittings and valves. These fittings and valves offer additional frictional loss or additional pressure drop. This additional frictional loss of a fitting or of a valve is expressed in two ways. One way is as an equivalent straight pipe length (Le). Another way is as several velocity heads (K) lost in a pipe of the same size and material.

Equivalent Length of Pipe (Le) for Fittings and Valves

The equivalent length of a valve or a fitting is the length of a straight pipe of the same size. This straight pipe creates the same friction loss as the fitting or the valve being considered.

Often, Le is expressed in terms of the inside diameter of the pipe.

Then Le = (Le/Di) Di,

where, Di = Inside diameter of the pipe.

Table 3 – Values of Le/Di for valves and fittings

Valve or fittingLe/Di
Gate valve (fully open)7 to 10
Gate valve (3/4 closed)800 to 1100
Gate valve (1/2 closed)190 to 290
Globe valve (fully open)330 to 480
Angle valve (fully open)165 to 220
Plug valve (fully open)18
90° elbows (standard radius)30
45° elbows (long radius)5.8
45° elbows (short radius)8.0
Return bend (medium radius)39 to 56
Coupling or unionNegligible
Tee, straight through22
Table 3: Values of Le/Di for valves and fittings

Another way of calculating pressure drop through the fittings and valves is the use of factor K.

“Number of velocity heads (K) lost in pipe” for fittings or valves is defined by the equation

Equation showing the number of velocity heads (K) lost in a pipe due to fittings or valves, representing the additional pressure drop caused by obstructions in fluid flow systems.
Equation representing the number of velocity heads (K) lost in a pipe, used to calculate the pressure drop caused by friction, bends, fittings, and valves in fluid flow systems.

where, ΔF = Additional frictional loss, J/kg or N · m/kg
Δp = Additional pressure drop, N/m2
v = Average fluid velocity through the pipe of the same size as valve or fitting, m/s

Table 4 – Values of K for normally used fittings and valves are given in below

Type of fitting or valveEquivalent number of velocity heads (K) (applicable only for turbulent flow)
Gate valve (open)0.17
              75% Open0.90
              50% Open4.50
              25% Open24.00
Globe valve, 
           Bevel seat, Full Open06.00
                               50% Open09.50
           Composition seat, Full Open06.00
                                       50% Open08.50
           Plug disk, Full Open09.00
                             75% Open13.00
                             50% Open36.00
                             25% Open112.00
Plug valve (open)0.4
                     (α = 5°)0.05
                     (α = 10°)0.29
                     (α = 20°)01.56
                     (α = 40°)17.30
                     (α = 60°)206.00
Diaphragm valve, Full Open02.30
                                 75% Open02.60
                                 50% Open04.30
                                 25% Open21.00
Check valve 
                      Swing Check02.00
                      Disk Check10.00
                      Ball Check70.00
Angle valve (open)02.00
Foot valve15.00
Coupling, Union0.04
90o elbows (standard)0.75
90° elbows (long radius)0.45
90° elbows (Square or miter)01.30
45o elbows standard0.35
45o elbows (long radius)0.20
90° bend0.75
180° bend (closed return)01.50
Tee straight through (Standard)0.40
Tee Used as elbow, entering run, entering branch, Branching flow01.00
Butterfly valve 
                     (α = 5°)0.24
                     (α = 10°)0.52
                     (α = 20°)01.54
                     (α = 40°)10.80
                     (α = 60°)118.00
Check valve (swing type)02.00
Y or blow off valve, full open03.00
Water meter, 
                        Disk07.00
                        Piston15.00
                        Rotary (star-shaped disk)10.00
                        Turbine-wheel06.00
Table 4: Values of K for normally used fittings and valves

References

Sinnott, R. K. (2005). Coulson & Richardson’s CHEMICAL ENGINEERING VOLUME 6 FOURTH EDITION Chemical Engineering Design. Elsevier.
Thakore, S. B. and B. B. I. (2015). Introduction to process engineering and design. McGraw-Hill Education.

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