Fluid Mechanics Hydraulics

AWWA C900 Pressure Class Pipe

Solving for hydrostatic design stress.

Note: surge pressure is based on a 2 foot/second instantaneous velocity change

pressure rating or class (PC)

= 0

= 0

pound/inch^2

surge pressure (P_{surge})

= 0

= 0

pound/inch^2

dimension ratio for pipe outside diameter (SDR)

= 0

= 0

hydrostatic design stress (HDS)

= NOT CALCULATED

Select to solve for a different unknown

outside diameter controlled pipe

pressure class or pressure rating | |

hydrostatic design stress | |

dimension ratio for pipe outside diameter |

inside diameter controlled pipe

pressure class or pressure rating | |

hydrostatic design stress | |

dimension ratio for pipe inside diameter |

AWWA C900 pressure class pipe

References - Books:

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

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

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