Buried Corrugated Metal Pipe Thrust Equations Formulas Design Calculator

Fluid Mechanics Hydraulics - Aluminum and Steel Pipe


Problem:

Solve for pipe design pressure.

pressure on pipe

Enter Calculator Inputs:

pressure due to soil weight (PS)
pressure due to wheel load (PW)
internal vacuum pressure (PV)

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Solution:

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wall crushing - pressure on pipe
pressure on pipepressure on pipe
pressure due to soil weightpressure due to soil weight
pressure due to wheel loadpressure due to wheel load
internal vacuum pressureinternal vacuum pressure

wall crushing - thrust in pipe wall
thrust in pipe wallthrust in pipe wall

References - Books:

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


Background

Buried corrugated metal pipes are essential in many civil engineering projects, providing support and fluid transport capabilities. Understanding and calculating the pressure exerted on these pipes ensures their integrity and long-term functionality. The buried corrugated metal pipe thrust equations and formulas are valuable tools for designers and engineers in fluid mechanics and hydraulics.


Equation

The primary equation used for calculating the pipe design pressure (P) based on several input factors is:

P = PS + PW + PV

Where:

  • PS is the pressure due to soil weight
  • PW is the pressure due to wheel load
  • PV is the internal vacuum pressure

How to Solve

To solve for the pipe design pressure using the given equation, follow these steps:

  • Determine the Soil Weight Pressure (PS): Calculate or measure the soil weight above the pipe.
  • Calculate the Wheel Load Pressure (PW): Identify and calculate the load applied by vehicles or other weights on the surface.
  • Measure the Internal Vacuum Pressure (PV): Determine the internal vacuum within the pipe.
  • To get the overall pipe design pressure, input these values into the equation P = PS + PW + PV.

Example

Let's consider an example where:

Pressure due to soil weight PS = 200 N/m²

Pressure due to wheel load PW = 150 N/m²

Internal vacuum pressure PV = 100 N/m²

Using the equation P = PS + PW + PV:

P = 200 , N/m² + 150 , N/m² + 100 , N/m² = 450 , N/m²

Therefore, the pipe design pressure P is 450, N/m².


Fields/Degrees It Is Used In

  • Civil Engineering: For designing and testing stormwater management systems and other infrastructural projects.
  • Mechanical Engineering: Assessing mechanical properties and load-bearing capacities of materials.
  • Geotechnical Engineering: Understanding the interaction between soil and buried infrastructure.
  • Hydraulic Engineering: Designing and maintaining fluid transport systems in various environments.
  • Environmental Engineering: Implementing systems for wastewater and pollution control infrastructure.

Real-Life Applications

  • Highway Drainage Systems: Ensuring the structural integrity of pipes under roadways.
  • Urban Stormwater Management: Designing systems to handle runoff during heavy rainfall events.
  • Agricultural Drainage: Managing water flow in irrigation and drainage systems.
  • Industrial Waste Disposal: Calculating pressures in pipes carrying industrial effluents.
  • Underground Utility Protection: Evaluating pressures on pipes carrying vital utilities beneath urban areas.

Common Mistakes

  • Incorrect Pressure Values: Using inaccurate or outdated soil, wheel load, or internal pressure data.
  • Inadequate Safety Margins: Failing to account for potential variances in loads or environmental conditions.
  • Ignoring Soil Composition: Not considering the correct soil type and its compaction characteristics.
  • Misalignment of Load Factors: Misidentifying the actual wheel load distribution.
  • Omitting Vacuum Pressure: Overlooking the internal vacuum pressure leads to underestimating total pressure.

Frequently Asked Questions (FAQs)

  • Q: What is the significance of using the pipe design pressure equation?
    A: The equation helps engineers ensure that buried pipes can withstand combined pressures from the soil, wheel loads, and internal vacuums, maintaining structural integrity and preventing failures.
  • Q: How do I determine the pressure due to soil weight (PS)?
    A: The pressure due to soil weight can be calculated using soil density and depth. Relevant geotechnical data must be consulted and adjusted for the specific soil type.
  • Q: Can this equation be used for all types of corrugated pipes?
    A: While the equation provides a general framework, it is primarily designed for aluminum and steel pipes. Ensure that material properties and conditions are consistent with those assumed in the equation.
  • Q: How often should I verify the calculations?
    A: Verify calculations whenever changes occur in load conditions or environmental factors or when conducting periodic maintenance routines to ensure the continued reliability of your designs.
  • Q: What should I do if my calculated pipe design pressure exceeds acceptable limits?
    A: Consider redesigning your system to distribute loads more evenly, using pipes with higher strength ratings, or incorporating additional support structures to mitigate excessive pressures.
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