Buried Corrugated Metal Pipe Thrust Equations Formulas Design Calculator

Fluid Mechanics Hydraulics - Aluminum and Steel Pipe

Solving for pipe design pressure.

Inputs:

 pressure due to soil weight (PS) pascalatmospherebardyne/centimeter^2foot of waterinch of mercuryinch of waterkilonewton/meter^2millibarmillimeter of mercurynewton/meter^2pound/foot^2pound/inch^2torr
 pressure due to wheel load (PW) pascalatmospherebardyne/centimeter^2foot of waterinch of mercuryinch of waterkilonewton/meter^2millibarmillimeter of mercurynewton/meter^2pound/foot^2pound/inch^2torr
 internal vacuum pressure (PV) pascalatmospherebardyne/centimeter^2foot of waterinch of mercuryinch of waterkilonewton/meter^2millibarmillimeter of mercurynewton/meter^2pound/foot^2pound/inch^2torr

Conversions:

 pressure due to soil weight (PS)= 0 = 0pound/foot^2
 pressure due to wheel load (PW)= 0 = 0pound/foot^2
 internal vacuum pressure (PV)= 0 = 0pound/foot^2

Solution:

 pipe design pressure (P)= NOT CALCULATED

Other Units:

Change Equation
Select to solve for a different unknown
wall crushing - pressure on pipe
 pressure on pipe pressure due to soil weight pressure due to wheel load internal vacuum pressure

wall crushing - thrust in pipe wall
 thrust in pipe wall

References - Books:
National Resources Conservation Service. National Engineering Handbook. 1995. United States Department of Agriculture.

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By Jimmy Raymond

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