Simulation Modelling of Permitted Left-Turn Saturation Flow Rate Based on Opposing Through-Flow Degree of Saturation
This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primaril...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Anica KOCIĆ [verfasserIn] Nikola ČELAR [verfasserIn] Stamenka STANKOVIĆ [verfasserIn] Jelena KAJALIĆ [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2022 |
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| Schlagwörter: |
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| Übergeordnetes Werk: |
In: Promet (Zagreb) - University of Zagreb, Faculty of Transport and Traffic Sciences, 2016, 34(2022), 3, Seite 475-485 |
|---|---|
| Übergeordnetes Werk: |
volume:34 ; year:2022 ; number:3 ; pages:475-485 |
| Links: |
Link aufrufen |
|---|
| DOI / URN: |
10.7307/ptt.v34i3.3890 |
|---|
| Katalog-ID: |
DOAJ043117481 |
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| 520 | |a This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primarily, the permitted left-turn saturation flow rate during the effective green time is modelled based on the opposing through-flow degree of saturation and the number of opposing through-flow lanes. The relation between the permitted left-turn saturation flow during the effective green time and these variables was examined using data from the simulation experiments in VISSIM. To our knowledge, this is the first study of the permitted left-turn saturation flow modelling based on the opposing through-flow degree of saturation instead of the opposing through-flow rate and signal-timing parameters. The proposed model was validated based on data collected at seven intersections with a permitted left-turn served in an exclusive lane. The permitted left-turn saturation flow rate could be accurately determined based on the opposing through-flow degree of saturation and the number of opposing lanes according to the RMSE of 58.4 pcu/h. | ||
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10.7307/ptt.v34i3.3890 doi (DE-627)DOAJ043117481 (DE-599)DOAJde25522a3f3a437689747d61435ba591 DE-627 ger DE-627 rakwb eng TA1001-1280 Anica KOCIĆ verfasserin aut Simulation Modelling of Permitted Left-Turn Saturation Flow Rate Based on Opposing Through-Flow Degree of Saturation 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primarily, the permitted left-turn saturation flow rate during the effective green time is modelled based on the opposing through-flow degree of saturation and the number of opposing through-flow lanes. The relation between the permitted left-turn saturation flow during the effective green time and these variables was examined using data from the simulation experiments in VISSIM. To our knowledge, this is the first study of the permitted left-turn saturation flow modelling based on the opposing through-flow degree of saturation instead of the opposing through-flow rate and signal-timing parameters. The proposed model was validated based on data collected at seven intersections with a permitted left-turn served in an exclusive lane. The permitted left-turn saturation flow rate could be accurately determined based on the opposing through-flow degree of saturation and the number of opposing lanes according to the RMSE of 58.4 pcu/h. permitted left-turn saturation flow rate degree of saturation signalized intersection simulation Transportation engineering Nikola ČELAR verfasserin aut Stamenka STANKOVIĆ verfasserin aut Jelena KAJALIĆ verfasserin aut In Promet (Zagreb) University of Zagreb, Faculty of Transport and Traffic Sciences, 2016 34(2022), 3, Seite 475-485 (DE-627)864193793 (DE-600)2863683-1 18484069 nnns volume:34 year:2022 number:3 pages:475-485 https://doi.org/10.7307/ptt.v34i3.3890 kostenfrei https://doaj.org/article/de25522a3f3a437689747d61435ba591 kostenfrei https://traffic.fpz.hr/index.php/PROMTT/article/view/3890 kostenfrei https://doaj.org/toc/0353-5320 Journal toc kostenfrei https://doaj.org/toc/1848-4069 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 34 2022 3 475-485 |
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10.7307/ptt.v34i3.3890 doi (DE-627)DOAJ043117481 (DE-599)DOAJde25522a3f3a437689747d61435ba591 DE-627 ger DE-627 rakwb eng TA1001-1280 Anica KOCIĆ verfasserin aut Simulation Modelling of Permitted Left-Turn Saturation Flow Rate Based on Opposing Through-Flow Degree of Saturation 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primarily, the permitted left-turn saturation flow rate during the effective green time is modelled based on the opposing through-flow degree of saturation and the number of opposing through-flow lanes. The relation between the permitted left-turn saturation flow during the effective green time and these variables was examined using data from the simulation experiments in VISSIM. To our knowledge, this is the first study of the permitted left-turn saturation flow modelling based on the opposing through-flow degree of saturation instead of the opposing through-flow rate and signal-timing parameters. The proposed model was validated based on data collected at seven intersections with a permitted left-turn served in an exclusive lane. The permitted left-turn saturation flow rate could be accurately determined based on the opposing through-flow degree of saturation and the number of opposing lanes according to the RMSE of 58.4 pcu/h. permitted left-turn saturation flow rate degree of saturation signalized intersection simulation Transportation engineering Nikola ČELAR verfasserin aut Stamenka STANKOVIĆ verfasserin aut Jelena KAJALIĆ verfasserin aut In Promet (Zagreb) University of Zagreb, Faculty of Transport and Traffic Sciences, 2016 34(2022), 3, Seite 475-485 (DE-627)864193793 (DE-600)2863683-1 18484069 nnns volume:34 year:2022 number:3 pages:475-485 https://doi.org/10.7307/ptt.v34i3.3890 kostenfrei https://doaj.org/article/de25522a3f3a437689747d61435ba591 kostenfrei https://traffic.fpz.hr/index.php/PROMTT/article/view/3890 kostenfrei https://doaj.org/toc/0353-5320 Journal toc kostenfrei https://doaj.org/toc/1848-4069 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 34 2022 3 475-485 |
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10.7307/ptt.v34i3.3890 doi (DE-627)DOAJ043117481 (DE-599)DOAJde25522a3f3a437689747d61435ba591 DE-627 ger DE-627 rakwb eng TA1001-1280 Anica KOCIĆ verfasserin aut Simulation Modelling of Permitted Left-Turn Saturation Flow Rate Based on Opposing Through-Flow Degree of Saturation 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primarily, the permitted left-turn saturation flow rate during the effective green time is modelled based on the opposing through-flow degree of saturation and the number of opposing through-flow lanes. The relation between the permitted left-turn saturation flow during the effective green time and these variables was examined using data from the simulation experiments in VISSIM. To our knowledge, this is the first study of the permitted left-turn saturation flow modelling based on the opposing through-flow degree of saturation instead of the opposing through-flow rate and signal-timing parameters. The proposed model was validated based on data collected at seven intersections with a permitted left-turn served in an exclusive lane. The permitted left-turn saturation flow rate could be accurately determined based on the opposing through-flow degree of saturation and the number of opposing lanes according to the RMSE of 58.4 pcu/h. permitted left-turn saturation flow rate degree of saturation signalized intersection simulation Transportation engineering Nikola ČELAR verfasserin aut Stamenka STANKOVIĆ verfasserin aut Jelena KAJALIĆ verfasserin aut In Promet (Zagreb) University of Zagreb, Faculty of Transport and Traffic Sciences, 2016 34(2022), 3, Seite 475-485 (DE-627)864193793 (DE-600)2863683-1 18484069 nnns volume:34 year:2022 number:3 pages:475-485 https://doi.org/10.7307/ptt.v34i3.3890 kostenfrei https://doaj.org/article/de25522a3f3a437689747d61435ba591 kostenfrei https://traffic.fpz.hr/index.php/PROMTT/article/view/3890 kostenfrei https://doaj.org/toc/0353-5320 Journal toc kostenfrei https://doaj.org/toc/1848-4069 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 34 2022 3 475-485 |
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Promet (Zagreb) |
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Anica KOCIĆ Nikola ČELAR Stamenka STANKOVIĆ Jelena KAJALIĆ |
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TA1001-1280 |
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Elektronische Aufsätze |
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Anica KOCIĆ |
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10.7307/ptt.v34i3.3890 |
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verfasserin |
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simulation modelling of permitted left-turn saturation flow rate based on opposing through-flow degree of saturation |
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TA1001-1280 |
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Simulation Modelling of Permitted Left-Turn Saturation Flow Rate Based on Opposing Through-Flow Degree of Saturation |
| abstract |
This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primarily, the permitted left-turn saturation flow rate during the effective green time is modelled based on the opposing through-flow degree of saturation and the number of opposing through-flow lanes. The relation between the permitted left-turn saturation flow during the effective green time and these variables was examined using data from the simulation experiments in VISSIM. To our knowledge, this is the first study of the permitted left-turn saturation flow modelling based on the opposing through-flow degree of saturation instead of the opposing through-flow rate and signal-timing parameters. The proposed model was validated based on data collected at seven intersections with a permitted left-turn served in an exclusive lane. The permitted left-turn saturation flow rate could be accurately determined based on the opposing through-flow degree of saturation and the number of opposing lanes according to the RMSE of 58.4 pcu/h. |
| abstractGer |
This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primarily, the permitted left-turn saturation flow rate during the effective green time is modelled based on the opposing through-flow degree of saturation and the number of opposing through-flow lanes. The relation between the permitted left-turn saturation flow during the effective green time and these variables was examined using data from the simulation experiments in VISSIM. To our knowledge, this is the first study of the permitted left-turn saturation flow modelling based on the opposing through-flow degree of saturation instead of the opposing through-flow rate and signal-timing parameters. The proposed model was validated based on data collected at seven intersections with a permitted left-turn served in an exclusive lane. The permitted left-turn saturation flow rate could be accurately determined based on the opposing through-flow degree of saturation and the number of opposing lanes according to the RMSE of 58.4 pcu/h. |
| abstract_unstemmed |
This paper presents the modelling of the saturation flow rate of the permitted left-turn in an exclusive lane. In the proposed model, the total permitted left-turn saturation flow rate is determined as a sum of saturation flow rates during the effective green time and the intergreen period. Primarily, the permitted left-turn saturation flow rate during the effective green time is modelled based on the opposing through-flow degree of saturation and the number of opposing through-flow lanes. The relation between the permitted left-turn saturation flow during the effective green time and these variables was examined using data from the simulation experiments in VISSIM. To our knowledge, this is the first study of the permitted left-turn saturation flow modelling based on the opposing through-flow degree of saturation instead of the opposing through-flow rate and signal-timing parameters. The proposed model was validated based on data collected at seven intersections with a permitted left-turn served in an exclusive lane. The permitted left-turn saturation flow rate could be accurately determined based on the opposing through-flow degree of saturation and the number of opposing lanes according to the RMSE of 58.4 pcu/h. |
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Simulation Modelling of Permitted Left-Turn Saturation Flow Rate Based on Opposing Through-Flow Degree of Saturation |
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https://doi.org/10.7307/ptt.v34i3.3890 https://doaj.org/article/de25522a3f3a437689747d61435ba591 https://traffic.fpz.hr/index.php/PROMTT/article/view/3890 https://doaj.org/toc/0353-5320 https://doaj.org/toc/1848-4069 |
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Nikola ČELAR Stamenka STANKOVIĆ Jelena KAJALIĆ |
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Nikola ČELAR Stamenka STANKOVIĆ Jelena KAJALIĆ |
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TA - General and Civil Engineering |
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10.7307/ptt.v34i3.3890 |
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2024-07-03T15:48:34.247Z |
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