friction factor (f) = 0 = 0 |

pipe length (L) = 0 = 0 foot |

pipe diameter (D) = 0 = 0 foot |

flow velocity (V) = 0 = 0 foot/second |

acceleration of gravity (g) = 0 = 0 foot/second^2 |

head loss (h) = NOT CALCULATED |

Select to solve for a different unknown

Solve for head loss | |

Solve for friction factor | |

Solve for pipe length | |

Solve for pipe diameter | |

Solve for flow velocity | |

Solve for acceleration of gravity |

Where

h | = | head loss |

f | = | friction factor |

L | = | pipe length |

D | = | pipe diameter |

V | = | flow velocity |

g | = | acceleration of gravity |

Reference - Books:

1) Warren Viessman and Mark J. Hammer. 1993. Water Supply and Pollution Control. Harper Collins College Publishers, Inc. 5th ed.

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