Geoscience Reference
In-Depth Information
by Eq. (2.76). Note that
h
/∂
t in Eq. (2.79) may be replaced by
z s
/∂
t , because the
bed change is omitted.
Integrating the x -momentum equation (2.66) over the flow depth yields
z s
z s
z s
z s
u x )
u x
∂(
∂(
u y u x
)
∂(
u z u x
)
t dz
+
dz
+
dz
+
dz
x
y
z
z b
z b
z b
z b
g z s
z b
z s
z s
z s
∂τ xx
∂τ
∂τ xz
z s
1
ρ
1
ρ
1
ρ
xy
=−
x dz
+
x dz
+
y dz
+
dz
(2.80)
z
z b
z b
z b
and then applying the Leibniz rule to this equation yields
z s
u x dz
z s
u x dz
u hx
z s
u bx
z b
+
u hx
z s
u bx
z b
+
x +
t
t
t
x
x
z b
z b
z s
u y u x dz
+
u hy u hx
z s
u by u bx
z b
+
+
u hz u hx
u bz u bx
y
y
y
z b
z s
z b τ
xx dz
gh
z s
1
ρ
1
ρ τ
xx , s
z s
1
ρ τ
xx , b
z b
=−
x +
x +
x
x
z s
z b τ
xy dz
1
ρ
1
ρ τ
xy , s
z s
1
ρ τ
xy , b
z b
1
ρ
+
+
+
τ
)
(2.81)
xz , s
xz , b
y
y
y
Substituting boundary conditions (2.68) and (2.71) into Eq. (2.81) results in the
depth-integrated x -momentum equation:
hU x )
+ ∂(
hU y U x
)
∂(
hU x
)
+ ∂(
gh
z s
1
ρ
[
h
(
T xx
+
D xx
) ]
=−
x +
t
x
y
x
1
ρ
[
h
(
T xy
+
D xy
) ]
1
ρ
+
+
τ bx )
sx
y
(2.82)
where T xx and T xy are the depth-averaged normal and shear stresses; D xx and D xy
account for the dispersion momentum transports due to the vertical non-uniformity of
velocity, defined as D xx
=− h z s
=− h z s
2 dz and D xy
z b (
u x
U x
)
z b (
u x
U x
)(
u y
U y
)
dz ;
sx is the x -component of shear force per unit horizontal area, usually due to
wind driving at the water surface, defined as
τ
τ
= τ
τ
z s
/∂
x
τ
z s
/∂
y ;
sx
xz , s
xx , s
xy , s
τ bx is the x -component of bed shear force per unit horizontal area, defined as
τ bx = τ xz , b τ xx , b
and
z b /∂
x
τ xy , b
z b /∂
y . Note that
τ bx may be written as
τ bx =
m b τ bx ,
in which
τ bx is the x -component of bed shear force per unit bed surface area, and m b
is the bed slope coefficient defined as m b =[
2
2
1
/
2 .
1
+ (∂
z b /∂
x
)
+ (∂
z b /∂
y
)
]
 
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