EXXONMOBIL PROPRIETARY
PIPELINE SURGE CALCULATION Alpha Version Rev 0.2
This spreadsheet computes the maximum surge pressure resulting from valve closure. The method takes account of valve type
and valve closure time. The method used is taken from The EXXON Piping Vibration Evaluation Guide, and is recommended.
for initial surge evaluation screening. Results are less conservative than those obtain from Joukowski Surge head
Enter data in blue cells only, and use "drop down" windows for option selections.
USER INPUT
Engineer Details:
Name / initials GH
Project / ref alpha version
Pipe reference number number 1
Calculation date: 7/7/2025
Preferred units US
Stream Data
Flow rate Q 5791 US gpm
Initial Pressure at valve inlet Ps 15 psig
Fluid Properties Typical Fluid Bulk Modulus :
Liquid s.g. 0.8251 Water 2.97E+05 psi
Fluid bulk modulus K 2.00E+05 psi Oil sae 10 2.47E+05 psi
Viscosity µ 0.1 cP Kerosene 2.03E+05 psi
Valve Data
Valve type Gate
Actual closure time Tc 60 seconds
Pipeline Data Typical pipe dimensions
Maximum allowable pres. P' 265 psig Enter Nominal diam 16
Flow path length L 2000 ft Based on SCH 20 pipe
Pipe id d 15.25 in <=== Pipe id = 15.38 in
Pipewall thickness t 0.375 in <=== Wall thickness = 0.312 in
Youngs Modulus E 2.90E+07 psi [Note : steel = 29 - 31 x 10^6 psi]
Poisson Ratio v 0.3 [Note : steel = 0.3]
Pipe roughness E 0.002 in [Note : See DP 14B for typical values]
RESULTS SUMMARY (EXXONMOBIL PROPRIETARY)
Surge pressure rise dP 241 psi
Maximum Surge Pressure Pmax 256 psig OK - Line MAWP not exceeded
[N.B. : Uncorrected Joukowski head rise is 444.3 psi ]
The surge pressure is based on the following dimensionless values, from the EXXON Piping Vibration Manual Fig VIII-7
Tc.a/L 118
g.Hf/(a.Vo) 0.026
g.dH/(a.Vo) 0.54 (note 1)
Note 1: For definitive work the User is advised to confirm the estimated value of g.dH/(a.Vo) is reasonable
versus the original report graph referenced above, based on the above dim'less values.
EXXONMOBIL PROPRIETARY