Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity

The methods and results of the investigation of intervals between vehicles during queue dissipation before controlled intersections with the further determination of saturation flow are reviewed in this paper. Having reviewed existing methods of determining the saturation in traffic flows, those are...
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Gespeichert in:

Autor*in:	Igor Murovanyi [verfasserIn] Pavlo Mazyliuk [verfasserIn]

Format:	E-Artikel
Sprache:	Englisch

Erschienen:	2020

Schlagwörter:	controlled intersection the time interval between vehicles saturation flow traffic flow traffic delay traffic intensity traffic flow composition roadway traffic light cycle traffic light control road users

Übergeordnetes Werk:	In: Transport Technologies - Lviv Polytechnic National University, 2023, 1(2020), 2, Seite 12
Übergeordnetes Werk:	volume:1 ; year:2020 ; number:2 ; pages:12

Links:	Link aufrufen Link aufrufen Link aufrufen Journal toc Journal toc

DOI / URN:	10.23939/tt2020.02.001

Katalog-ID:	DOAJ088889645

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520			\|a The methods and results of the investigation of intervals between vehicles during queue dissipation before controlled intersections with the further determination of saturation flow are reviewed in this paper. Having reviewed existing methods of determining the saturation in traffic flows, those are determined which provide the most certain results in conditions of intensivemovement and take into account quite a large number of impact factors. Such methods are based on experimental measurement of intervals between vehicles during their passage through the stop-line in different directions of the controlled intersection. For the completeness of the analysis of such intervals, such factors are considered additionally as traffic composition and use of lanes by directions. Objects of the research are controlled intersections on approaches to which the slope is absent, there is no pedestrian and cyclist movement during the performance of turn, and conflicting traffic flows and also public transport stops in the zone of the intersection. The transitional research result is the determination of the number of vehicles that pass the stop-line during the permissive signal and time intervals between them, and the final result is the oncoming of saturation period on the lanes of straight and turns movement depending on traffic flow composition.
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allfieldsGer	10.23939/tt2020.02.001 doi (DE-627)DOAJ088889645 (DE-599)DOAJbe5d99fc235f4a108f03c5e462e762c7 DE-627 ger DE-627 rakwb eng TA1001-1280 Igor Murovanyi verfasserin aut Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The methods and results of the investigation of intervals between vehicles during queue dissipation before controlled intersections with the further determination of saturation flow are reviewed in this paper. Having reviewed existing methods of determining the saturation in traffic flows, those are determined which provide the most certain results in conditions of intensivemovement and take into account quite a large number of impact factors. Such methods are based on experimental measurement of intervals between vehicles during their passage through the stop-line in different directions of the controlled intersection. For the completeness of the analysis of such intervals, such factors are considered additionally as traffic composition and use of lanes by directions. Objects of the research are controlled intersections on approaches to which the slope is absent, there is no pedestrian and cyclist movement during the performance of turn, and conflicting traffic flows and also public transport stops in the zone of the intersection. The transitional research result is the determination of the number of vehicles that pass the stop-line during the permissive signal and time intervals between them, and the final result is the oncoming of saturation period on the lanes of straight and turns movement depending on traffic flow composition. controlled intersection the time interval between vehicles saturation flow traffic flow traffic delay traffic intensity traffic flow composition roadway traffic light cycle traffic light control road users Transportation engineering Pavlo Mazyliuk verfasserin aut In Transport Technologies Lviv Polytechnic National University, 2023 1(2020), 2, Seite 12 (DE-627)1860513603 (DE-600)3168479-8 27095223 nnns volume:1 year:2020 number:2 pages:12 https://doi.org/10.23939/tt2020.02.001 kostenfrei https://doaj.org/article/be5d99fc235f4a108f03c5e462e762c7 kostenfrei https://science.lpnu.ua/tt/all-volumes-and-issues/volume-1-number-2-2020/analysis-saturation-flow-isolated-lanes-controlled kostenfrei https://doaj.org/toc/2708-2199 Journal toc kostenfrei https://doaj.org/toc/2709-5223 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 1 2020 2 12
allfieldsSound	10.23939/tt2020.02.001 doi (DE-627)DOAJ088889645 (DE-599)DOAJbe5d99fc235f4a108f03c5e462e762c7 DE-627 ger DE-627 rakwb eng TA1001-1280 Igor Murovanyi verfasserin aut Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity 2020 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier The methods and results of the investigation of intervals between vehicles during queue dissipation before controlled intersections with the further determination of saturation flow are reviewed in this paper. Having reviewed existing methods of determining the saturation in traffic flows, those are determined which provide the most certain results in conditions of intensivemovement and take into account quite a large number of impact factors. Such methods are based on experimental measurement of intervals between vehicles during their passage through the stop-line in different directions of the controlled intersection. For the completeness of the analysis of such intervals, such factors are considered additionally as traffic composition and use of lanes by directions. Objects of the research are controlled intersections on approaches to which the slope is absent, there is no pedestrian and cyclist movement during the performance of turn, and conflicting traffic flows and also public transport stops in the zone of the intersection. The transitional research result is the determination of the number of vehicles that pass the stop-line during the permissive signal and time intervals between them, and the final result is the oncoming of saturation period on the lanes of straight and turns movement depending on traffic flow composition. controlled intersection the time interval between vehicles saturation flow traffic flow traffic delay traffic intensity traffic flow composition roadway traffic light cycle traffic light control road users Transportation engineering Pavlo Mazyliuk verfasserin aut In Transport Technologies Lviv Polytechnic National University, 2023 1(2020), 2, Seite 12 (DE-627)1860513603 (DE-600)3168479-8 27095223 nnns volume:1 year:2020 number:2 pages:12 https://doi.org/10.23939/tt2020.02.001 kostenfrei https://doaj.org/article/be5d99fc235f4a108f03c5e462e762c7 kostenfrei https://science.lpnu.ua/tt/all-volumes-and-issues/volume-1-number-2-2020/analysis-saturation-flow-isolated-lanes-controlled kostenfrei https://doaj.org/toc/2708-2199 Journal toc kostenfrei https://doaj.org/toc/2709-5223 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_95 GBV_ILN_105 GBV_ILN_110 GBV_ILN_151 GBV_ILN_161 GBV_ILN_170 GBV_ILN_213 GBV_ILN_230 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_2014 GBV_ILN_4012 GBV_ILN_4037 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4249 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4335 GBV_ILN_4338 GBV_ILN_4367 GBV_ILN_4392 GBV_ILN_4700 AR 1 2020 2 12
language	English
source	In Transport Technologies 1(2020), 2, Seite 12 volume:1 year:2020 number:2 pages:12
sourceStr	In Transport Technologies 1(2020), 2, Seite 12 volume:1 year:2020 number:2 pages:12
format_phy_str_mv	Article
institution	findex.gbv.de
topic_facet	controlled intersection the time interval between vehicles saturation flow traffic flow traffic delay traffic intensity traffic flow composition roadway traffic light cycle traffic light control road users Transportation engineering
isfreeaccess_bool	true
container_title	Transport Technologies
authorswithroles_txt_mv	Igor Murovanyi @@aut@@ Pavlo Mazyliuk @@aut@@
publishDateDaySort_date	2020-01-01T00:00:00Z
hierarchy_top_id	1860513603
id	DOAJ088889645
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callnumber-first	T - Technology
author	Igor Murovanyi
spellingShingle	Igor Murovanyi misc TA1001-1280 misc controlled intersection misc the time interval between vehicles misc saturation flow misc traffic flow misc traffic delay misc traffic intensity misc traffic flow composition misc roadway misc traffic light cycle misc traffic light control misc road users misc Transportation engineering Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity
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topic_title	TA1001-1280 Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity controlled intersection the time interval between vehicles saturation flow traffic flow traffic delay traffic intensity traffic flow composition roadway traffic light cycle traffic light control road users
topic	misc TA1001-1280 misc controlled intersection misc the time interval between vehicles misc saturation flow misc traffic flow misc traffic delay misc traffic intensity misc traffic flow composition misc roadway misc traffic light cycle misc traffic light control misc road users misc Transportation engineering
topic_unstemmed	misc TA1001-1280 misc controlled intersection misc the time interval between vehicles misc saturation flow misc traffic flow misc traffic delay misc traffic intensity misc traffic flow composition misc roadway misc traffic light cycle misc traffic light control misc road users misc Transportation engineering
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title	Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity
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title_full	Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity
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title_sort	analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity
callnumber	TA1001-1280
title_auth	Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity
abstract	The methods and results of the investigation of intervals between vehicles during queue dissipation before controlled intersections with the further determination of saturation flow are reviewed in this paper. Having reviewed existing methods of determining the saturation in traffic flows, those are determined which provide the most certain results in conditions of intensivemovement and take into account quite a large number of impact factors. Such methods are based on experimental measurement of intervals between vehicles during their passage through the stop-line in different directions of the controlled intersection. For the completeness of the analysis of such intervals, such factors are considered additionally as traffic composition and use of lanes by directions. Objects of the research are controlled intersections on approaches to which the slope is absent, there is no pedestrian and cyclist movement during the performance of turn, and conflicting traffic flows and also public transport stops in the zone of the intersection. The transitional research result is the determination of the number of vehicles that pass the stop-line during the permissive signal and time intervals between them, and the final result is the oncoming of saturation period on the lanes of straight and turns movement depending on traffic flow composition.
abstractGer	The methods and results of the investigation of intervals between vehicles during queue dissipation before controlled intersections with the further determination of saturation flow are reviewed in this paper. Having reviewed existing methods of determining the saturation in traffic flows, those are determined which provide the most certain results in conditions of intensivemovement and take into account quite a large number of impact factors. Such methods are based on experimental measurement of intervals between vehicles during their passage through the stop-line in different directions of the controlled intersection. For the completeness of the analysis of such intervals, such factors are considered additionally as traffic composition and use of lanes by directions. Objects of the research are controlled intersections on approaches to which the slope is absent, there is no pedestrian and cyclist movement during the performance of turn, and conflicting traffic flows and also public transport stops in the zone of the intersection. The transitional research result is the determination of the number of vehicles that pass the stop-line during the permissive signal and time intervals between them, and the final result is the oncoming of saturation period on the lanes of straight and turns movement depending on traffic flow composition.
abstract_unstemmed	The methods and results of the investigation of intervals between vehicles during queue dissipation before controlled intersections with the further determination of saturation flow are reviewed in this paper. Having reviewed existing methods of determining the saturation in traffic flows, those are determined which provide the most certain results in conditions of intensivemovement and take into account quite a large number of impact factors. Such methods are based on experimental measurement of intervals between vehicles during their passage through the stop-line in different directions of the controlled intersection. For the completeness of the analysis of such intervals, such factors are considered additionally as traffic composition and use of lanes by directions. Objects of the research are controlled intersections on approaches to which the slope is absent, there is no pedestrian and cyclist movement during the performance of turn, and conflicting traffic flows and also public transport stops in the zone of the intersection. The transitional research result is the determination of the number of vehicles that pass the stop-line during the permissive signal and time intervals between them, and the final result is the oncoming of saturation period on the lanes of straight and turns movement depending on traffic flow composition.
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title_short	Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity
url	https://doi.org/10.23939/tt2020.02.001 https://doaj.org/article/be5d99fc235f4a108f03c5e462e762c7 https://science.lpnu.ua/tt/all-volumes-and-issues/volume-1-number-2-2020/analysis-saturation-flow-isolated-lanes-controlled https://doaj.org/toc/2708-2199 https://doaj.org/toc/2709-5223
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Analysis of saturation flow on isolated lanes of controlled intersections with significant traffic intensity

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