This is for pipeline used to transport liquid between production fields or facilities, tank farms, above or belowground storage facilities, natural gas processing plants, terminals, and other delivery and receiving points as well as pipelines transporting liquids within pump stations, tank farms, and terminal associated with pipeline systems. The code specifies the criteria the nominal wall thickness of straight section of steel pipe shall be equal to or greater than tn as per below equation:
Where:
corrosion and erosion as required paragraph 403.2.2 through 403.2.4 and increase in wall thickness if used as protective measure in paragraph 403.1.
accordance with the following equations:
Customary Unit:
SI Unit:
Where:
As determined by the below equation:
S = F x E x Sy
So, the formula to calculate the wall thickness would be:
Customary Unit
SI Unit
Some of input required for the above formula is as below:
For complete table please refer below:
Specification | Grade | E |
Seamless | 1.0 | |
A53, A106 | ||
ASTM A53 | All | 1.0 |
ASTM A106 | All | 1.0 |
ASTM A333 | 6 | 1.0 |
ASTM A524 | All | 1.0 |
Table 6.1. Longitudinal Weld Joint Factors E for Seamless
Example Calculations
8 inches Potable Water Pipeline with Design Pressure of 600 psig at Design Temperature of 100oF, ASTM A53 Grade B with SMYS of 35,000 psi, No Corrosion Allowance needed
Find the Wall Thickness!
Answer:
Formula:
Based on the commercially available, the selected wall thickness is 0.109 in. However, the final selection is subject to client approval, which they may have their own standards and requirements. Below is the table to show the result of the wall thickness calculation for design factor of 0.5, 0.6, and 0.72.
Pipe Size | 8 | 8 | 8 |
P (PSIG)= | 600 | 600 | 600 |
OD (INCH)= | 8.625 | 8.625 | 8.625 |
MATERIAL GRADE | API 5L B | API 5L B | API 5L B |
S (PSIG)= | 35000 | 35000 | 35000 |
E= | 1 | 1 | 1 |
T= | 1 | 1 | 1 |
F= | 0.5 | 0.6 | 0.72 |
ca (INCH)= | 0 | 0 | 0 |
t (INCH)= | 0.148 | 0.123 | 0.103 |
SELECTED W.T. (INCH) | 0.156 | 0.125 | 0.109 |