Reference: Gas Pipeline Hydraulics, 2005, CRC Press, E. Shashi Menon Chapter 2, page 81


Pipe Flow Expert File: Case_07_Inlet_Pressure_vs_Flow_Rate.pfe


Problem Description: 

For a 100 mile long gas pipeline, 29.0 inch internal diameter, use different flow equations to compare the inlet pressure for gas flow rates of 200, 300, 400, 500 and 600 MMSCFD.  

The gas temperature is 80 °F, and the delivery pressure at the end of the pipe is fixed at 800 psi.g.


The published data used 5 different calculation methods for comparison: Panhandle A, Panhandle B, General with Colebrook-White, AGA and Weymouth. For details of pipeline efficiency and gas compression see comments in results table. 



Pipe Flow Expert Parameters:


Fluid Data: Gas specific gravity 0.6 (0.044 lb/ft3), 80 °F, 0.00 psi.g, viscosity 0.0119 centipoise.

Pipe Data: Roughness 700 micro-inches.

Calculation Method: Various Isothermal flow equations, Node Adjust Method.

Standard Atmospheric Model: 60 °F, 14.696 psi.a

Gas Physical Model: Real Gas Model (Ideal Gas Law with CNGA compressibility factor).


A pipeline efficiency value of 0.95 was used in the Panhandle and Weymouth equations.

The General Fundamental Flow equation used Colebrook-White friction factors.

The CNGA compressibility factor was used with all isothermal flow equations except for the AGA Ideal Gas case.

Result Comparison: 


Published Graph Readings of Inlet Pressures (Psi.g):


Formula

Panhandle A

Panhandle 

B

General

Colebrook-White

AGA

AGA Ideal Gas

Weymouth

Friction

Effic.=0.95

Effic.=0.95

IR=0.0007in

IR=0.0007in

IR=0.0007in

Effic.=0.95

Assumed

Compressibility

CNGA factor

CNGA factor

CNGA factor

CNGA factor

Ideal gas 

Z = 1.000

CNGA factor

200 MMSCFD

837

837

844

Not available

846

850

300 MMSCFD

882

882

894

Not available

900

909

400 MMSCFD

942

947

960

Not available

977

987

500 MMSCFD

1010

1020

1040

Not available

1060

1080

600 MMSCFD

1074

1093

1132

Not available

1156

1172


Pipe Flow Expert Calculated Results of Inlet Pressures (Psi.g):


Formula

Panhandle A

Panhandle 

B

General

Colebrook-White

AGA

AGA Ideal Gas

Weymouth

Friction

Effic. = 0.95

Effic. = 0.95

IR =0.0007in

IR =0.0007in

IR =0.0007in

Effic. = 0.95

Compressibility

CNGA factor

CNGA factor

CNGA factor

CNGA factor

Ideal gas 

Z = 1.000

CNGA factor

200 MMSCFD

838.5

836.8

842.2

840.8

845.5

848.2

300 MMSCFD

879.5

879.3

890.1

885.5

895.3

904.6

400 MMSCFD

931.1

934.6

952.1

946.3

963.0

977.6

500 MMSCFD

991.0

1000.1

1025.4

1018.5

1043.7

1063.4

600 MMSCFD

1057.3

1073.6

1107.4

1099.8

1134.7

1158.8


Graphical Comparison of Formula:




Commentary: 

The published results specified a pipe roughness (700 μ inches) for use in both the AGA & General Flow equations (with Colebrook-White friction factors) and a pipeline efficiency of 0.95 for used in the Panhandle & Weymouth equations. Reference to IR=0.0007in in the above tables means an internal roughness of 700 μ inches was used.


The published data did not specify if a compressibility factor had been used in the calculations, however most of the other example calculations in the published work included a compressibility factor. In the Pipe Flow Expert software, the CNGA (Californian Natural Gas Association) method for automatic calculation of the compressibility factor was selected. The calculated results compare well with the published graph readings, indicating that a compressibility factor was used in the calculation of the published data for all equations except the published AGA results, which appear to have been based on assumption of the Ideal Gas Law with no compressibility.