Geoscience Reference
In-Depth Information
Moreover, the bed shear stress is usually determined using the wall-function
approach in the 3-D model. Thus, condition (8.11) may not be satisfied at the inter-
face between 2-D (1-D) and 3-D reaches. Correction is often needed to satisfy this
condition exactly.
Sediment discharge
The suspended-load and bed-load discharges at the interfaces should satisfy the mass
balance conditions:
B
B
Q b ,1 d =
q b ,2 d dy
=
q b ,3 d dy
(8.13)
0
0
B
Q 1 d C 1 d =
U 2 d h 2 d C 2 d dy
=
u 3 d c 3 d dydz
(8.14)
0
where Q b ,1 d , q b ,2 d , and q b ,3 d are the total and unit bed-load transport rates; and
C 1 d , C 2 d , and c 3 d are the section-averaged, depth-averaged, and local suspended-load
concentrations in the 1-D, 2-D, and 3-D subdomains, respectively.
Sediment transport capacity
Analogously to Eqs. (8.13) and (8.14), the bed-load and suspended-load transport
capacities at the interfaces have relations:
B
B
Q b ,1 d =
q b ,2 d dy
=
q b ,3 d dy
(8.15)
0
0
B
B
1
α
Q 1 d C
=
U 2 d h 2 d C
,2 d dy
=
U 3 d h 3 d c b ,3 d dy
(8.16)
,1 d
0
0
c
where Q b ,1 d , q b ,2 d , and q b ,3 d are the total and unit equilibrium bed-load transport
rates; C ,1 d , C ,2 d , and c b ,3 d are the section-averaged, depth-averaged, and local
equilibrium suspended-load concentrations in the 1-D, 2-D, and 3-D subdomains;
h 3 d and U 3 d are the flow depth and depth-averaged velocity calculated in the 3-D
subdomain; and
α c is the adaptation coefficient introduced in Section 2.5.
At the interface between 1-D and 2-D subdomains, assuming C
=
K 1 d
,1 d
U 1 d /(
m and C
U 2 d /(
m and substituing these relations
[
gR 1 d ω
) ]
=
K 2 d [
gh 2 d ω
) ]
s
s
,2 d
into Eq. (8.16) yields
0 U 2 d h 2 d (
U 2 d /
m dy
h 2 d )
K 1 d
K 2 d =
(8.17)
U 1 d /
m
Q 1 d (
R 1 d )
Eq. (8.17) implies that if the same formula is used to determine the suspended-
load transport capacities in 1-D and 2-D models, its coefficients need to be adjusted
to satisfy condition (8.16). At the interface between 2-D and 3-D subdomains, the
situation is even more complicated, because the 3-D model involves the equilibrium
 
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