## Underground Pipes - Fluid Mechanics Hydraulics

Solving for wheel load per linear length of pipe when
fill depth is less than 2 feet

#### Inputs:

 pressure on pipe from wheel load (PW) pascalatmospherebardyne/centimeter^2foot of waterinch of mercuryinch of waterkilonewton/meter^2millibarmillimeter of mercurynewton/meter^2pound/foot^2pound/inch^2torr
 outside pipe diameter (DO) meterangstromattometercentimeterchaindekameterdecimeterexameterfemtometerfootgigameterhectometerinchkilometerlight yearlinkmegametermicrometermicronmilemillimeternanometerparsecpetameterpicometerrodterameteryard

#### Conversions:

 pressure on pipe from wheel load (PW)= 0 = 0pound/foot^2
 outside pipe diameter (DO)= 0 = 0inch

#### Solution:

 wheel load per linear length of pipe (WL)= NOT CALCULATED

#### Other Units:

Change Equation
Select to solve for a different unknown
wheel load per linear length of pipe when

 wheel load per linear length of pipe surface wheel load impact factor

wheel load per linear length of pipe when

 wheel load per linear length of pipe surface wheel load impact factor height of ground surface above pipe top

 wheel load pressure on pipe wheel load per linear length of pipe outside pipe diameter

pipe pressure from wheel load when
fill depth is greater than 2 feet
 wheel load pressure on pipe surface wheel load height of ground surface above pipe top

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

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