Skip to main content

Table 6 Comparison results for a 17-link network with tolls

From: A smoothing approach for solving transportation problem with road toll pricing and capacity expansions

Link flow

1

3

5

\(\boldsymbol{\tau_{1\cdots17}}\)

\(x_{1}\)

2.135

0.938

0.386

2.037

\(x_{2}\)

2.135

0.938

0.386

1.202

\(x_{3}\)

1.000

0.938

0.386

1.202

\(x_{4}\)

2.000

1.363

0.00

0.775

\(x_{5}\)

0.000

0.000

0.000

0.835

\(x_{6}\)

1.135

0.000

0.000

0.000

\(x_{7}\)

1.000

0.938

0.386

1.202

\(x_{8}\)

2.000

1.363

0.000

0.775

\(x_{9}\)

2.000

1.363

0.00

1.610

\(x_{10}\)

3.057

1.363

0.000

0.775

\(x_{13}\)

0.078

0.000

0.000

0.835

\(x_{14}\)

2.057

2.301

0.386

1.977

\(x_{17}\)

0.078

0.000

0.000

0.835

Net benefit

7,823

8,233

11,494

12,629

\(y_{1}\)

0.328

0.000

0.000

0.000

\(y_{2}\)

1.135

0.000

0.000

0.202

\(y_{3}\)

0.000

0.000

0.000

0.000

\(y_{4}\)

2.130

1.377

0.000

0.001

\(y_{5}\)

0.000

0.000

0.000

0.000

\(y_{6}\)

0.000

0.000

0.000

0.000

\(y_{7}\)

0.000

0.369

0.000

0.413

\(y_{8}\)

0.000

0.000

0.000

0.000

\(y_{9}\)

0.000

0.000

0.000

2.431

\(y_{10}\)

0.057

0.000

0.000

0.420

\(y_{13}\)

1.009

0.000

0.000

0.263

\(y_{14}\)

3.551

0.000

0.000

0.000

\(q_{17}\)

4.135

2.301

0.386

2.812

\({F_{\mathrm{max}}}\)

622.9811

398.818

82.2225

480.6378