| Literature DB >> 33469415 |
Abstract
ABSTRACT: Air pollution has worsened as a result of increased traffic congestion in cities. Using air pollution caused by motor vehicle emissions (mainly by carbon monoxide, hydrocarbon, nitrogen oxide, and particulate matter) as an example, in this study, we applied an integrated algorithm comprising system dynamics, entropy weight method, and gray system theory to establish a weighted logic function. A vehicle pollutant control model (including the transport, health, and environmental subsystems) was established by VENSIM software. The medium- and long-term key variable analysis showed that the integrated algorithm, fully reflecting the advantages of system dynamics and gray system theory, more accurately described air pollution caused by vehicle emissions. Our research results also revealed that the combined strategy of penalties and air pollution charging fee had a threefold effect: reduced congestion and emissions, improved health impact index, and reduced number of illegal trips. Specifically, the degree of traffic congestion, number of illegal trips, and the degree of air pollution decreased by approximately 82.40%, 69.35%, and 68.91%, respectively, whereas the health impact index increased by about 279.03%. This finding provides guidance for improving policy and optimizing management and control modes.Entities:
Keywords: Air pollution; Emission reduction; Integrated algorithm; System dynamics; Threefold effect
Year: 2021 PMID: 33469415 PMCID: PMC7808125 DOI: 10.1007/s10098-020-02013-8
Source DB: PubMed Journal: Clean Technol Environ Policy ISSN: 1618-954X Impact factor: 3.636
Fig. 1Algorithm steps for the SD-EW-GM approach
Fig. 2Causal loop diagram of the vehicle pollutant control model
Fig. 3The main feedback structure. a Feedback loop of the degree of traffic congestion; b feedback loop of illegal trips; c feedback loop of health impact index; d feedback loop of environmental carrying capacity
Fig. 4Transport sub-model
Fig. 5Health sub-model
Fig. 6Environmental sub-model
Descriptions on the major sub-models
| Sub-model | Modeling purpose and key variables |
|---|---|
| Transport sub-model | The purpose of penalty policy in this sub-model is the reduction of the number of illegal trips. The following key variables were used: number of passenger cars, number of trucks, road bearing capacity, number of illegal trips, number of vehicle trips, degree of traffic congestion, etc. |
| Health sub-model | This sub-model aims to evaluate the health benefit of the combined APCF and penalty strategy. We implemented the following key variables: health impact index, per vehicle area of roads, environmental carrying capacity, and population death |
| Environmental sub-model | Using this sub-model, our main aim was to explore the emission reduction performance of the combined strategy. The key variables included |
Main data information for road bearing capacity
| Time | Number of area of roads (m2) | Number of trucks (vehicle) | Number of passenger cars (vehicle) | Number of the normal trips (vehicle) | Per vehicle area of roads (m2/vehicle) | Degree of congestion | Road bearing capacity |
|---|---|---|---|---|---|---|---|
| 2008 | 89,400,000 | 181,000 | 2,910,000 | 1,700,050 | 52.587 | Mild | 0.6 |
| 2009 | 91,790,000 | 183,000 | 3,454,000 | 2,000,350 | 45.887 | Mild | 0.55 |
| 2010 | 93,950,000 | 194,000 | 4,257,000 | 2,448,050 | 38.377 | Mild | 0.5 |
| 2011 | 91,640,000 | 215,000 | 4,442,000 | 2,561,350 | 35.778 | Moderate | 0.45 |
| 2012 | 92,360,000 | 237,000 | 4,649,000 | 2,687,300 | 34.369 | Moderate | 0.25 |
| 2013 | 96,110,000 | 257,000 | 4,861,000 | 2,814,900 | 34.143 | Moderate | 0.2 |
| 2014 | 100,020,000 | 289,000 | 4,969,000 | 2,891,900 | 34.586 | Moderate | 0.4 |
| 2015 | 100,290,000 | 306000 | 4,981,000 | 2,907,850 | 34.489 | Moderate | 0.35 |
| 2016 | 102,750,000 | 330,000 | 5,094,000 | 2,983,200 | 34.443 | Moderate | 0.3 |
| 2017 | 103,470,000 | 367,000 | 5,208,000 | 3,066,250 | 33.745 | Serious | 0.15 |
| 2018 | 103,280,000 | 400,000 | 5,280,000 | 3,124,000 | 33.060 | Serious | 0.1 |
Fig. 7Extreme condition test. a Pollution loss; b road bearing capacity
Model validation
| Year | Number of GDP (yuan) | Number of population (person) | ||||
|---|---|---|---|---|---|---|
| Historical value | Simulated value | Relative error (%) | Historical value | Simulated value | Relative error (%) | |
| 2011 | 1.66279e+012 | 1.66279e+012 | – | 2.0186e+007 | 2.01860e+007 | – |
| 2012 | 1.83501e+012 | 1.87403e+012 | 2.13 | 2.0693e+007 | 2.02354e+007 | 2.21 |
| 2013 | 2.03301e+012 | 2.07420e+012 | 2.03 | 2.1148e+007 | 2.02933e+007 | 4.04 |
| 2014 | 2.19441e+012 | 2.25459e+012 | 2.74 | 2.1516e+007 | 2.03582e+007 | 5.38 |
| 2015 | 2.36857e+012 | 2.43231e+012 | 2.69 | 2.1705e+007 | 2.04249e+007 | 5.90 |
| 2016 | 2.56691e+012 | 2.63295e+012 | 2.57 | 2.1729e+007 | 2.04947e+007 | 5.68 |
| 2017 | 2.80149e+012 | 2.84815e+012 | 1.67 | 2.1707e+007 | 2.05688e+007 | 5.24 |
| 2018 | 3.03200e+012 | 2.90148e+012 | 4.30 | 2.1542e+007 | 2.06470e+007 | 4.15 |
Fig. 8Threefold effect of the combined scenario of the penalty and APCF. a Scenario 1: (AL, PL); b scenario 2: (AL, PM); c scenario 3: (AL, PH); d scenario 4: (AM, PL); e scenario 5: (AM, PM); f scenario 6: (AM, PH); g scenario 7: (AH, PL); h scenario 8: (AH, PM); i scenario 9: (AH, PH)
The effect of the major variables under different scenarios
| Variable | Scenario 1 | Scenario 5 | Scenario 9 | Rate of change (%) |
|---|---|---|---|---|
| Degree of traffic congestion | 0.95 | 0.2922 | 0.1672 | − 82.40 |
| Health impact index | 0.2298 | 0.6876 | 0.8710 | 279.03 |
| Degree of air pollution | 0.7683 | 0.2389 | 0.2389 | − 68.91 |
| Number of illegally trips (vehicle) | 1,363,030 | 687,515 | 417,814 | − 69.35 |
Accuracy test
| No. | Actual data | Analog data | Residual | Relative error (%) |
|---|---|---|---|---|
| 2 | 796,379.2823 | 796,176.5367 | 202.7456 | 0.0255 |
| 3 | 802,349.1675 | 802,225.7451 | 123.4224 | 0.0154 |
| 4 | 808,124.8443 | 808,320.9144 | 196.0701 | 0.0243 |
| 5 | 814,028.4354 | 814,462.3936 | − 433.9582 | 0.0533 |
| 6 | 820,637.5722 | 820,650.5348 | − 12.9626 | 0.0016 |
| 7 | 827,270.8750 | 826,885.6923 | 385.1827 | 0.0466 |
| 8 | 833,128.0000 | 833,168.2234 | − 40.2234 | 0.0048 |