On account of the considerable variation
in the flow conditions and the blade section along the span,
it is divided in to a number of infinitesimal section of
small radial thickness
dr. the flow through such
a section is assumed to be independent of the flow through
other elements.
Velocities a blade force for the flow through the elemental
section are shown below. The flow has a mean velocity w
and direction b (from the axial direction ). The lift force
L is normal of mean flow and the drag
D parallel
to this. The axial (
#Fx)
and tangential (#Fy ) force acting on the element. Also
(#Fr) is the resultant force inclined at an angle 0 to the
direction of lift.
An expression for the pressure rise (#P) across the element
is now developed.
Resolving the force in the axial and tangential direction,
#Fx = #L sinb
- #D cosb
#Fy = #L cosb + #D
sin b
By definition lift and drag force are
#L = ½ CL p w2 (ldr)
#D = ½ CD p w2 (ldr)
tanf = #D/#L = CD/CL
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