## Underground Pipes - Fluid Mechanics Hydraulics

Solving for impact factor when

#### Inputs:

 wheel load per linear length of pipe (WL) newton/meterpound/footpound/inch
 height of ground surface above pipe top (h) meterangstromattometercentimeterchaindekameterdecimeterexameterfemtometerfootgigameterhectometerinchkilometerlight yearlinkmegametermicrometermicronmilemillimeternanometerparsecpetameterpicometerrodterameteryard
 surface wheel load (PL) newtondynegram forcekilogram-meter/second^2kilogram forcekippound forcepoundal
 outside pipe diameter (DO) meterangstromattometercentimeterchaindekameterdecimeterexameterfemtometerfootgigameterhectometerinchkilometerlight yearlinkmegametermicrometermicronmilemillimeternanometerparsecpetameterpicometerrodterameteryard
 pipe wall thickness (t) meterangstromattometercentimeterchaindekameterdecimeterexameterfemtometerfootgigameterhectometerinchkilometerlight yearlinkmegametermicrometermicronmilemillimeternanometerparsecpetameterpicometerrodterameteryard

#### Conversions:

 wheel load per linear length of pipe (WL)= 0 = 0pound/foot
 height of ground surface above pipe top (h)= 0 = 0foot
 surface wheel load (PL)= 0 = 0pound force
 outside pipe diameter (DO)= 0 = 0inch
 pipe wall thickness (t)= 0 = 0inch

#### Solution:

 impact factor (If)= 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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