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max 1
ψ
1
ψ
θ
D r ,
1 with
C r
+ ψ
C r
(
1
ψ)
D r
max 0, 1
C r
D r
ψ
1
(5.150)
where C r is the Courant number U
t
/
x ; and D r is a scale factor of non-equilibrium
sediment transport, defined as D r
β tk is set to 1 here.
Condition (5.150) is sufficient but not necessary for the numerical stability of
Eq. (5.138). If L t
=
U
t
/
L t . Note that
x , D r
C r , then
ψ
and
θ
should be given values close to 1.
5.3.3.4 Advantages of the coupled sediment calculation
procedure
Stabilities of explicit and implicit schemes for bed-material gradation
The decoupled and coupled sediment calculation procedures are compared by analyz-
ing the stabilities of the explicit and implicit schemes for the bed-material gradation
in Eq. (5.35). For convenience, Eqs. (5.140) and (5.141) are replaced by
Q n + 1
t
1 =[ θ p p n + 1
p bk , i + 1 ]
Q n + 1
tk , i
1 + (
1
θ p )
(5.151)
k , i
+
bk , i
+
+
1
θ p is the temporal weighting factor for bed-material gradation:
=
where
1 for the
implicit scheme (coupled calculation procedure), and 0 for the explicit scheme
(decoupled calculation procedure).
Inserting Eqs. (5.142), (5.143), and (5.151) into Eq. (5.135) yields the equation for
the bed-material gradation in the mixing layer:
A n + 1
m , i
p bk , i + 1
A m , i + 1
(
A b , i + 1 )
+
1
p n + 1
bk , i
1 =
+
A n + 1
m , i
f 1 e k p Q n + 1
tk , i
+ (
f 2
+
1
+
1
Q n + 1
tk , i
A m , i + 1 (
p bk , i + 1
[
f 2
f 1 e k )(
1
θ
)
]
p
+
1
+
A n + 1
m , i
f 1 e k p Q n + 1
tk , i
+ (
f 2
+
1
+
1
f 1 e 0 k +
f 0 k
+
(5.152)
A n + 1
m , i
p Q n + 1
tk , i
+ (
f 2
f 1 e k
+
1
+
1
To simplify the analysis, it is assumed that A n + 1
m
A m . For deposition, usually
A n + 1
m , i
A m , i + 1
1 , then p bk , i + 1
p bk , i + 1 , and the bed-material gradation
A b , i + 1 +
=
+
error,
δ
, is governed by
n A n + 1
Q n + 1
tk , i
A b , i + 1
(
f 2
f 1 e k
)(
1
θ
)
p
m , i
+
1
+
1
n
+
1
δ
= δ
(5.153)
A n + 1
m , i
p Q n + 1
tk , i
+ (
f 2
f 1 e k
+
1
+
1
 
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