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Solving for pipe design pressure.
pressure on pipe

Inputs:

pressure due to soil weight (PS)
pressure due to wheel load (PW)
internal vacuum pressure (PV)
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Conversions:

pressure due to soil weight (PS)
= 0
= 0
pound/foot^2
pressure due to wheel load (PW)
= 0
= 0
pound/foot^2
internal vacuum pressure (PV)
= 0
= 0
pound/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 pipepressure on pipe
pressure due to soil weightpressure due to soil weight
pressure due to wheel loadpressure due to wheel load
internal vacuum pressureinternal vacuum pressure

wall crushing - thrust in pipe wall
thrust in pipe wallthrust in pipe wall

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