Solving for pipe design pressure.

pressure due to soil weight (P_{S})

= 0

= 0

pound/foot^2

pressure due to wheel load (P_{W})

= 0

= 0

pound/foot^2

internal vacuum pressure (P_{V})

= 0

= 0

pound/foot^2

pipe design pressure (P)

= NOT CALCULATED

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.

National Resources Conservation Service. National Engineering Handbook. 1995. United States Department of Agriculture.

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