Table 1 Performance comparison between LTCOP-LSTM model and other traffic flow prediction models.

From: Collaborative optimization strategy for urban highways and roads based on electronic toll collection lane regulation

Dataset

Model

Processing time (s)

Resource utilization (%)

Hyperparameters

Training time (h)

Regression loss

Convergence speed (iterations)

METR-LA

LTCOP-LSTM

25.34

78.4

8

15.5

0.0237

120

ARIMA

30.87

65.2

5

10.1

0.0453

150

RF

32.45

62.8

7

12.3

0.0379

140

PeMS

LTCOP-LSTM

28.67

80.1

9

14.2

0.0195

110

ARIMA

35.29

70.5

6

11.9

0.0491

155

RF

36.10

68.3

8

12.5

0.0423

145

Taxi Trajectory

LTCOP-LSTM

22.45

82.7

10

16.2

0.0188

105

ARIMA

29.15

66.1

5

10.7

0.0506

158

RF

31.97

63.7

7

11.8

0.0395

140

ULTRA

LTCOP-LSTM

26.88

79.3

9

14.5

0.0214

115

ARIMA

33.61

71.8

6

12.0

0.0467

152

RF

34.75

69.5

8

12.9

0.0402

142