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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