4.5. Results of the
Optimization
125
Table 4.6a
Data for Nonzero-Cost Arcs in the Final Configuration
Cost
Lfjnits*
Arc
Nodes
coefficient* -
number
(H)
Cxi
High
Low
Flow
6
Comments
42
7-6
-3
15
0
15'
45
9-10
-2
20
0
20
47
13-12
-4
30
0
30
49
16-17
-3
20
0
20
50
19-20
-2
40
0
40
Summer
51
22-23
-4
30
0
30
52
24-25
-3
30
0
27
53
28-29
-4
30
0
30
54
30-31
-3
65
0
55
96
47-46
-4
15
0
15]
99
49-50
-3
20
0
20
Winter
101
53-52
-5
30
0
30
α All upper and lower flow limits are in 10
4 acre-ft. All costs are in $/acre-ft.
6 Flow is the actual flow in each arc as defined by the OKA.
Table 4.6b
Data for Dual Variables Associated with Nonzero-Cost Arcs in the Final
Configuration
Arc
Source
Sink
number
node i
node j
Tj
Cfj
Qa
7°i
δΰ42
7
6
0
0
-3
-3
3
Ο
45
9
10
0
0
-2
-2
2
0
47
13
12
0
0
-4
-4
4
0
49
16
17
0
0
-3
-3
3
0
50
19
20
0
0
-2
-2
2
0
51
22
23
3
0
-4
-1
1
0
52
24
25
3
0-3
0
0
0
53
28
29
3
0
-4
-1
1
0
54
30
31
3
0-3
0
0
0
96
47
46
0
0
-4
-4
4
0
99
49
50
0
0
-3
-3
3
0
101
53
52
0
0
-5
-5
5
0
β
Increasing the upper bound of each arc by one will increase the total revenue by the
corresponding 7»·,· value.