Underground Pipes - Fluid Mechanics Hydraulics

Solving for impact factor when

wheel load per linear length of pipe (W_{L})

= 0

= 0

pound/foot

height of ground surface above pipe top (h)

= 0

= 0

foot

surface wheel load (P_{L})

= 0

= 0

pound force

outside pipe diameter (D_{O})

= 0

= 0

inch

pipe wall thickness (t)

= 0

= 0

inch

impact factor (I_{f})

= NOT CALCULATED

Select to solve for a different unknown

wheel load per linear length of pipe when

wheel load per linear length of pipe | |

surface wheel load | |

impact factor |

wheel load per linear length of pipe when

wheel load per linear length of pipe | |

surface wheel load | |

impact factor | |

height of ground surface above pipe top |

pipe pressure from wheel load

wheel load pressure on pipe | |

wheel load per linear length of pipe | |

outside pipe diameter |

pipe pressure from wheel load when

fill depth is greater than 2 feet

wheel load pressure on pipe | |

surface wheel load | |

height of ground surface above pipe top |

References - Books:

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

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