Plastic Pipe Equations Formulas Design Calculator

Fluid Mechanics Hydraulics


AWWA C900 Pressure Class Pipe

Solving for hydrostatic design stress.

hydrostatic design stress

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


Inputs:

pressure rating or class (PC)
surge pressure (Psurge)
dimension ratio for pipe outside diameter (SDR)


Conversions:

pressure rating or class (PC)
= 0
= 0
pound/inch^2
surge pressure (Psurge)
= 0
= 0
pound/inch^2
dimension ratio for pipe outside diameter (SDR)
= 0
= 0


Solution:

hydrostatic design stress (HDS)
= NOT CALCULATED


Other Units:



Change Equation
Select to solve for a different unknown

outside diameter controlled pipe
pressure class or pressure rating pressure class or pressure rating
hydrostatic design stress hydrostatic design stress
dimension ratio for pipe outside diameter dimension ratio for pipe outside diameter

inside diameter controlled pipe
pressure class or pressure rating pressure class or pressure rating
hydrostatic design stress hydrostatic design stress
dimension ratio for pipe inside diameter dimension ratio for pipe inside diameter

AWWA C900 pressure class pipe
pressure class or pressure rating pressure class or pressure rating
hydrostatic design stress hydrostatic design stress
dimension ratio for pipe outside diameter dimension ratio for pipe outside diameter
surge pressure surge pressure

short term pressure rating
short term pressure rating short term pressure rating
short term strength or quick burst pressure short term strength or quick burst pressure
safety factor safety factor

outside diameter controlled pipe
short term strength
short term strength or quick burst pressure short term strength or quick burst pressure
short term hoop strength short term hoop strength
outside dimension ratio outside dimension ratio

References - Books:
1) National Resources Conservation Service. National Engineering Handbook. 1995. United States Department of Agriculture.

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