Environmental Engineering Reference
In-Depth Information
.
y
3
.+.γ
2
y
2.
+.γ
1
y.+.γ
0.
=.S(y).
(2.32)
Reference.20.shows.that.S(y).can.be.taken.as:
.
S(y).=.(y.-.α)(y.-.β)..........(β.<.α).
(2.33)
Where.the.α.and.β.are.the.distance.to.edge.points.of.the.length.proile.
Comparing.the.coeficients.in.Equation.(2.32).and.Equation.(2.33).and.solv-
ing.for.γ,.results.in:
γ
= -(2 + );
α β
2
2
γ
= 2
αβ α
+
;
.
(2.34)
1
2
γ
= -
βα
0
Therefore,.if.coeficients.α.and.β.are.known,.we.can.determine.coeficients.
γ
2.
,. γ
1
,. γ
0
. using. Equation. (2.34),. and. coeficients. a,. b,. C,. and. C
1
. also. can. be.
determined..The.contour.of.proile.represented.in.Equation.(2.35).is.derived.
from.Equation.(2.30).as:
λx
2
.-.k(y-α)
2
.(y.-.β).=.0.
(2.35)
The.proile.function.can.be.described.by.using.Equation.(2.35),.which.was.
determined.for.asymmetrical.proiles.
1
4
2
.
f
( x ) =
(y - y )
1,2
2
1
x
x
where:
x
L
x
L
2
f (x) = a
(1 +
) x < 0
1
k
k
.
.
(2.36)
x
L
x
L
2
f (x) = a
(1 -
) x > 0
1
k
k
Here,.a.=.y
2.
-.y
1
.is.a.thickness.of.points;.L
k
.is.a.width.for.every.cross.section.
In.Equation.(2.35),.the.coeficient.of.proile.k.can.be.shown.as:
27
16
λ
α β
e
-
2
k
.
k
=
.
(2.37)
2
(
)
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