Plastic Pipe Equations Formulas Design Calculator
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
Inputs:
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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
inside diameter controlled pipe
AWWA C900 pressure class pipe
outside diameter controlled pipe
short term strength
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
 |
pressure class or pressure rating |
 |
hydrostatic design stress |
 |
dimension ratio for pipe outside diameter |
 |
surge pressure |
short term pressure rating
 |
short term pressure rating |
 |
short term strength or quick burst pressure |
 |
safety factor |
outside diameter controlled pipe
short term strength
 |
short term strength or quick burst pressure |
 |
short term hoop strength |
 |
outside dimension ratio |
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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