Fluid Mechanics Hydraulics
Solve for pressure on pipe.
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wall crushing - pressure on pipe
pressure on pipe | |
pressure due to soil weight | |
pressure due to wheel load | |
internal vacuum pressure |
wall crushing - thrust in pipe wall
thrust in pipe wall |
wall crushing - required wall cross sectional area
required wall cross sectional area | |
thrust in pipe wall | |
allowable long term compressive stress |
National Resources Conservation Service. National Engineering Handbook. 1995. United States Department of Agriculture.
Engineers must consider various forces acting on the pipe when designing underground plastic pipelines, such as soil weight, traffic loads, and internal vacuum pressures. Understanding these pressures ensures the pipe's integrity and longevity. These equations were developed based on extensive research documented in the USDA's National Engineering Handbook.
The fundamental equation for determining the pressure on a buried plastic pipe is:
P = PS + PW + PV
where:
Identify Inputs:
Pressure Due to Soil Weight (PS): This pressure comes from the weight of the soil above the pipe.
Pressure Due to Wheel Load (PW): This pressure arises from traffic or other surface loads.
Internal Vacuum Pressure (PV): This internal pressure is within the pipe, usually due to fluid dynamics or vacuum.
Convert Units:
Ensure all pressures are in the same unit system for accurate computation (e.g., Pascal, pound per square feet).
Apply the Equation:
Substitute the identified pressures into the equation: P = PS + PW + PV.
Compute the Result:
Solve for P to determine the total pressure exerted on the pipe.
Let's consider an example to illustrate the application of this equation:
Pressure due to Soil Weight (PS): 2000 pounds per square foot (lb/ft²)
Pressure due to Wheel Load (PW): 500 pounds per square foot (lb/ft²)
Internal Vacuum Pressure (PV): 300 pounds per square foot (lb/ft²)
Using the equation:
P = PS + PW + PV
P = 2000 + 500 + 300
P = 2800 lb/ft²
Thus, the total pressure on the pipe is 2800 pounds per square foot.
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