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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