The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection
Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore ac...
Ausführliche Beschreibung
Autor*in: |
Hadeel Mundher Naser Al-Hamadani [verfasserIn] Shamil Ahmed Flamarz Al-Arkawazi [verfasserIn] |
---|
Format: |
E-Artikel |
---|---|
Sprache: |
Arabisch ; Englisch |
Erschienen: |
2019 |
---|
Schlagwörter: |
---|
Übergeordnetes Werk: |
In: Sulaimani Journal for Engineering Sciences - University of Sulaimania, 2022, 6(2019), 4, Seite 43-56 |
---|---|
Übergeordnetes Werk: |
volume:6 ; year:2019 ; number:4 ; pages:43-56 |
Links: |
Link aufrufen |
---|
DOI / URN: |
10.17656/sjes.10113 |
---|
Katalog-ID: |
DOAJ027411435 |
---|
LEADER | 01000caa a22002652 4500 | ||
---|---|---|---|
001 | DOAJ027411435 | ||
003 | DE-627 | ||
005 | 20230503145431.0 | ||
007 | cr uuu---uuuuu | ||
008 | 230226s2019 xx |||||o 00| ||ara c | ||
024 | 7 | |a 10.17656/sjes.10113 |2 doi | |
035 | |a (DE-627)DOAJ027411435 | ||
035 | |a (DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe | ||
040 | |a DE-627 |b ger |c DE-627 |e rakwb | ||
041 | |a ara |a eng | ||
100 | 0 | |a Hadeel Mundher Naser Al-Hamadani |e verfasserin |4 aut | |
245 | 1 | 4 | |a The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection |
264 | 1 | |c 2019 | |
336 | |a Text |b txt |2 rdacontent | ||
337 | |a Computermedien |b c |2 rdamedia | ||
338 | |a Online-Ressource |b cr |2 rdacarrier | ||
520 | |a Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. | ||
650 | 4 | |a driver behavior | |
650 | 4 | |a signalized intersection | |
650 | 4 | |a saturation headway | |
650 | 4 | |a vehicles queue | |
650 | 4 | |a saturation flow rate | |
653 | 0 | |a Technology | |
653 | 0 | |a T | |
700 | 0 | |a Shamil Ahmed Flamarz Al-Arkawazi |e verfasserin |4 aut | |
773 | 0 | 8 | |i In |t Sulaimani Journal for Engineering Sciences |d University of Sulaimania, 2022 |g 6(2019), 4, Seite 43-56 |w (DE-627)DOAJ078621097 |x 24156655 |7 nnns |
773 | 1 | 8 | |g volume:6 |g year:2019 |g number:4 |g pages:43-56 |
856 | 4 | 0 | |u https://doi.org/10.17656/sjes.10113 |z kostenfrei |
856 | 4 | 0 | |u https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe |z kostenfrei |
856 | 4 | 0 | |u https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113 |z kostenfrei |
856 | 4 | 2 | |u https://doaj.org/toc/2410-1699 |y Journal toc |z kostenfrei |
856 | 4 | 2 | |u https://doaj.org/toc/2415-6655 |y Journal toc |z kostenfrei |
912 | |a GBV_USEFLAG_A | ||
912 | |a SYSFLAG_A | ||
912 | |a GBV_DOAJ | ||
912 | |a SSG-OLC-PHA | ||
951 | |a AR | ||
952 | |d 6 |j 2019 |e 4 |h 43-56 |
author_variant |
h m n a h hmnah s a f a a safaa |
---|---|
matchkey_str |
article:24156655:2019----::hifunefrvreairnauainlwaetin |
hierarchy_sort_str |
2019 |
publishDate |
2019 |
allfields |
10.17656/sjes.10113 doi (DE-627)DOAJ027411435 (DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe DE-627 ger DE-627 rakwb ara eng Hadeel Mundher Naser Al-Hamadani verfasserin aut The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. driver behavior signalized intersection saturation headway vehicles queue saturation flow rate Technology T Shamil Ahmed Flamarz Al-Arkawazi verfasserin aut In Sulaimani Journal for Engineering Sciences University of Sulaimania, 2022 6(2019), 4, Seite 43-56 (DE-627)DOAJ078621097 24156655 nnns volume:6 year:2019 number:4 pages:43-56 https://doi.org/10.17656/sjes.10113 kostenfrei https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe kostenfrei https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113 kostenfrei https://doaj.org/toc/2410-1699 Journal toc kostenfrei https://doaj.org/toc/2415-6655 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 6 2019 4 43-56 |
spelling |
10.17656/sjes.10113 doi (DE-627)DOAJ027411435 (DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe DE-627 ger DE-627 rakwb ara eng Hadeel Mundher Naser Al-Hamadani verfasserin aut The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. driver behavior signalized intersection saturation headway vehicles queue saturation flow rate Technology T Shamil Ahmed Flamarz Al-Arkawazi verfasserin aut In Sulaimani Journal for Engineering Sciences University of Sulaimania, 2022 6(2019), 4, Seite 43-56 (DE-627)DOAJ078621097 24156655 nnns volume:6 year:2019 number:4 pages:43-56 https://doi.org/10.17656/sjes.10113 kostenfrei https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe kostenfrei https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113 kostenfrei https://doaj.org/toc/2410-1699 Journal toc kostenfrei https://doaj.org/toc/2415-6655 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 6 2019 4 43-56 |
allfields_unstemmed |
10.17656/sjes.10113 doi (DE-627)DOAJ027411435 (DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe DE-627 ger DE-627 rakwb ara eng Hadeel Mundher Naser Al-Hamadani verfasserin aut The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. driver behavior signalized intersection saturation headway vehicles queue saturation flow rate Technology T Shamil Ahmed Flamarz Al-Arkawazi verfasserin aut In Sulaimani Journal for Engineering Sciences University of Sulaimania, 2022 6(2019), 4, Seite 43-56 (DE-627)DOAJ078621097 24156655 nnns volume:6 year:2019 number:4 pages:43-56 https://doi.org/10.17656/sjes.10113 kostenfrei https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe kostenfrei https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113 kostenfrei https://doaj.org/toc/2410-1699 Journal toc kostenfrei https://doaj.org/toc/2415-6655 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 6 2019 4 43-56 |
allfieldsGer |
10.17656/sjes.10113 doi (DE-627)DOAJ027411435 (DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe DE-627 ger DE-627 rakwb ara eng Hadeel Mundher Naser Al-Hamadani verfasserin aut The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. driver behavior signalized intersection saturation headway vehicles queue saturation flow rate Technology T Shamil Ahmed Flamarz Al-Arkawazi verfasserin aut In Sulaimani Journal for Engineering Sciences University of Sulaimania, 2022 6(2019), 4, Seite 43-56 (DE-627)DOAJ078621097 24156655 nnns volume:6 year:2019 number:4 pages:43-56 https://doi.org/10.17656/sjes.10113 kostenfrei https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe kostenfrei https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113 kostenfrei https://doaj.org/toc/2410-1699 Journal toc kostenfrei https://doaj.org/toc/2415-6655 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 6 2019 4 43-56 |
allfieldsSound |
10.17656/sjes.10113 doi (DE-627)DOAJ027411435 (DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe DE-627 ger DE-627 rakwb ara eng Hadeel Mundher Naser Al-Hamadani verfasserin aut The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. driver behavior signalized intersection saturation headway vehicles queue saturation flow rate Technology T Shamil Ahmed Flamarz Al-Arkawazi verfasserin aut In Sulaimani Journal for Engineering Sciences University of Sulaimania, 2022 6(2019), 4, Seite 43-56 (DE-627)DOAJ078621097 24156655 nnns volume:6 year:2019 number:4 pages:43-56 https://doi.org/10.17656/sjes.10113 kostenfrei https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe kostenfrei https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113 kostenfrei https://doaj.org/toc/2410-1699 Journal toc kostenfrei https://doaj.org/toc/2415-6655 Journal toc kostenfrei GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA AR 6 2019 4 43-56 |
language |
Arabic English |
source |
In Sulaimani Journal for Engineering Sciences 6(2019), 4, Seite 43-56 volume:6 year:2019 number:4 pages:43-56 |
sourceStr |
In Sulaimani Journal for Engineering Sciences 6(2019), 4, Seite 43-56 volume:6 year:2019 number:4 pages:43-56 |
format_phy_str_mv |
Article |
institution |
findex.gbv.de |
topic_facet |
driver behavior signalized intersection saturation headway vehicles queue saturation flow rate Technology T |
isfreeaccess_bool |
true |
container_title |
Sulaimani Journal for Engineering Sciences |
authorswithroles_txt_mv |
Hadeel Mundher Naser Al-Hamadani @@aut@@ Shamil Ahmed Flamarz Al-Arkawazi @@aut@@ |
publishDateDaySort_date |
2019-01-01T00:00:00Z |
hierarchy_top_id |
DOAJ078621097 |
id |
DOAJ027411435 |
language_de |
arabisch englisch |
fullrecord |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ027411435</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230503145431.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230226s2019 xx |||||o 00| ||ara c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.17656/sjes.10113</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ027411435</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">ara</subfield><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Hadeel Mundher Naser Al-Hamadani</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="4"><subfield code="a">The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">driver behavior</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">signalized intersection</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">saturation headway</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">vehicles queue</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">saturation flow rate</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Technology</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">T</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Shamil Ahmed Flamarz Al-Arkawazi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Sulaimani Journal for Engineering Sciences</subfield><subfield code="d">University of Sulaimania, 2022</subfield><subfield code="g">6(2019), 4, Seite 43-56</subfield><subfield code="w">(DE-627)DOAJ078621097</subfield><subfield code="x">24156655</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:6</subfield><subfield code="g">year:2019</subfield><subfield code="g">number:4</subfield><subfield code="g">pages:43-56</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.17656/sjes.10113</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2410-1699</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2415-6655</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">6</subfield><subfield code="j">2019</subfield><subfield code="e">4</subfield><subfield code="h">43-56</subfield></datafield></record></collection>
|
author |
Hadeel Mundher Naser Al-Hamadani |
spellingShingle |
Hadeel Mundher Naser Al-Hamadani misc driver behavior misc signalized intersection misc saturation headway misc vehicles queue misc saturation flow rate misc Technology misc T The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection |
authorStr |
Hadeel Mundher Naser Al-Hamadani |
ppnlink_with_tag_str_mv |
@@773@@(DE-627)DOAJ078621097 |
format |
electronic Article |
delete_txt_mv |
keep |
author_role |
aut aut |
collection |
DOAJ |
remote_str |
true |
illustrated |
Not Illustrated |
issn |
24156655 |
topic_title |
The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection driver behavior signalized intersection saturation headway vehicles queue saturation flow rate |
topic |
misc driver behavior misc signalized intersection misc saturation headway misc vehicles queue misc saturation flow rate misc Technology misc T |
topic_unstemmed |
misc driver behavior misc signalized intersection misc saturation headway misc vehicles queue misc saturation flow rate misc Technology misc T |
topic_browse |
misc driver behavior misc signalized intersection misc saturation headway misc vehicles queue misc saturation flow rate misc Technology misc T |
format_facet |
Elektronische Aufsätze Aufsätze Elektronische Ressource |
format_main_str_mv |
Text Zeitschrift/Artikel |
carriertype_str_mv |
cr |
hierarchy_parent_title |
Sulaimani Journal for Engineering Sciences |
hierarchy_parent_id |
DOAJ078621097 |
hierarchy_top_title |
Sulaimani Journal for Engineering Sciences |
isfreeaccess_txt |
true |
familylinks_str_mv |
(DE-627)DOAJ078621097 |
title |
The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection |
ctrlnum |
(DE-627)DOAJ027411435 (DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe |
title_full |
The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection |
author_sort |
Hadeel Mundher Naser Al-Hamadani |
journal |
Sulaimani Journal for Engineering Sciences |
journalStr |
Sulaimani Journal for Engineering Sciences |
lang_code |
ara eng |
isOA_bool |
true |
recordtype |
marc |
publishDateSort |
2019 |
contenttype_str_mv |
txt |
container_start_page |
43 |
author_browse |
Hadeel Mundher Naser Al-Hamadani Shamil Ahmed Flamarz Al-Arkawazi |
container_volume |
6 |
format_se |
Elektronische Aufsätze |
author-letter |
Hadeel Mundher Naser Al-Hamadani |
doi_str_mv |
10.17656/sjes.10113 |
author2-role |
verfasserin |
title_sort |
influence of driver behavior on saturation flow rate at signalized intersection |
title_auth |
The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection |
abstract |
Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. |
abstractGer |
Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. |
abstract_unstemmed |
Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior. |
collection_details |
GBV_USEFLAG_A SYSFLAG_A GBV_DOAJ SSG-OLC-PHA |
container_issue |
4 |
title_short |
The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection |
url |
https://doi.org/10.17656/sjes.10113 https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113 https://doaj.org/toc/2410-1699 https://doaj.org/toc/2415-6655 |
remote_bool |
true |
author2 |
Shamil Ahmed Flamarz Al-Arkawazi |
author2Str |
Shamil Ahmed Flamarz Al-Arkawazi |
ppnlink |
DOAJ078621097 |
mediatype_str_mv |
c |
isOA_txt |
true |
hochschulschrift_bool |
false |
doi_str |
10.17656/sjes.10113 |
up_date |
2024-07-04T01:36:06.737Z |
_version_ |
1803610453956362240 |
fullrecord_marcxml |
<?xml version="1.0" encoding="UTF-8"?><collection xmlns="http://www.loc.gov/MARC21/slim"><record><leader>01000caa a22002652 4500</leader><controlfield tag="001">DOAJ027411435</controlfield><controlfield tag="003">DE-627</controlfield><controlfield tag="005">20230503145431.0</controlfield><controlfield tag="007">cr uuu---uuuuu</controlfield><controlfield tag="008">230226s2019 xx |||||o 00| ||ara c</controlfield><datafield tag="024" ind1="7" ind2=" "><subfield code="a">10.17656/sjes.10113</subfield><subfield code="2">doi</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-627)DOAJ027411435</subfield></datafield><datafield tag="035" ind1=" " ind2=" "><subfield code="a">(DE-599)DOAJed45097bf43a4a2fbe54c825c1dfc9fe</subfield></datafield><datafield tag="040" ind1=" " ind2=" "><subfield code="a">DE-627</subfield><subfield code="b">ger</subfield><subfield code="c">DE-627</subfield><subfield code="e">rakwb</subfield></datafield><datafield tag="041" ind1=" " ind2=" "><subfield code="a">ara</subfield><subfield code="a">eng</subfield></datafield><datafield tag="100" ind1="0" ind2=" "><subfield code="a">Hadeel Mundher Naser Al-Hamadani</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="245" ind1="1" ind2="4"><subfield code="a">The Influence of Driver Behavior on Saturation Flow Rate at Signalized Intersection</subfield></datafield><datafield tag="264" ind1=" " ind2="1"><subfield code="c">2019</subfield></datafield><datafield tag="336" ind1=" " ind2=" "><subfield code="a">Text</subfield><subfield code="b">txt</subfield><subfield code="2">rdacontent</subfield></datafield><datafield tag="337" ind1=" " ind2=" "><subfield code="a">Computermedien</subfield><subfield code="b">c</subfield><subfield code="2">rdamedia</subfield></datafield><datafield tag="338" ind1=" " ind2=" "><subfield code="a">Online-Ressource</subfield><subfield code="b">cr</subfield><subfield code="2">rdacarrier</subfield></datafield><datafield tag="520" ind1=" " ind2=" "><subfield code="a">Signalized intersection is very critical and significant element of city traffic network. It has an affect on the road network as it significantly affects the performance of the whole network. The signalized intersection performance is usually measured by delay and saturation flow rate, therefore accurate evaluation of signalized intersection capacity requires accurate determination of saturation flow rate. In intersection capacity analysis, driver behavior is measured by saturation headways which directly influence the value of the saturation flow rate. Therefore, this study conducted to measure the influence of the driver behavior on the saturation flow rate by calculating the actual field saturation flow rate at the signalized intersection, then comparing the calculated field saturation flow rate with the ideal saturation flow rate and determine any possible difference. The study results indicated that driver behavior has a significant influence on the saturation flow rate at signalized intersections, where non-aggressive (conservative) driver behavior will increase the saturation headway and as a result will reduce the saturation flow rate, while aggressive driver behavior will reduce the saturation headway and as a result will increase the saturation flow rate. Also, the results indicated that saturation flow rate is dependent on locality especially it is significantly influenced by driver behavior.</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">driver behavior</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">signalized intersection</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">saturation headway</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">vehicles queue</subfield></datafield><datafield tag="650" ind1=" " ind2="4"><subfield code="a">saturation flow rate</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">Technology</subfield></datafield><datafield tag="653" ind1=" " ind2="0"><subfield code="a">T</subfield></datafield><datafield tag="700" ind1="0" ind2=" "><subfield code="a">Shamil Ahmed Flamarz Al-Arkawazi</subfield><subfield code="e">verfasserin</subfield><subfield code="4">aut</subfield></datafield><datafield tag="773" ind1="0" ind2="8"><subfield code="i">In</subfield><subfield code="t">Sulaimani Journal for Engineering Sciences</subfield><subfield code="d">University of Sulaimania, 2022</subfield><subfield code="g">6(2019), 4, Seite 43-56</subfield><subfield code="w">(DE-627)DOAJ078621097</subfield><subfield code="x">24156655</subfield><subfield code="7">nnns</subfield></datafield><datafield tag="773" ind1="1" ind2="8"><subfield code="g">volume:6</subfield><subfield code="g">year:2019</subfield><subfield code="g">number:4</subfield><subfield code="g">pages:43-56</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doi.org/10.17656/sjes.10113</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://doaj.org/article/ed45097bf43a4a2fbe54c825c1dfc9fe</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="0"><subfield code="u">https://sites.google.com/a/univsul.edu.iq/sjes/issues/vol6no4/sjes-10113</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2410-1699</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="856" ind1="4" ind2="2"><subfield code="u">https://doaj.org/toc/2415-6655</subfield><subfield code="y">Journal toc</subfield><subfield code="z">kostenfrei</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_USEFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SYSFLAG_A</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_DOAJ</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">SSG-OLC-PHA</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">AR</subfield></datafield><datafield tag="952" ind1=" " ind2=" "><subfield code="d">6</subfield><subfield code="j">2019</subfield><subfield code="e">4</subfield><subfield code="h">43-56</subfield></datafield></record></collection>
|
score |
7.4000263 |