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    Major Stream Delay under Limited Priority Conditions

    Source: Journal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 003
    Author:
    Malaya Mohanty; Partha Pratim Dey
    DOI: 10.1061/JTEPBS.0000224
    Publisher: American Society of Civil Engineers
    Abstract: Under a limited priority situation, U-turning vehicles attempt to accept smaller gaps, which compels approaching through vehicles to slow down and experience delays. Delay within the median opening area is termed median delay, which is studied in two parts: Median delay 1 (from start to center of median opening), and Median delay 2 (center to end of median opening). The significant difference between these two delays is established by a t-test. The effect of U-turning volume on Median delay 1, Median delay 2, and total median delay is studied. Considering the lateral movements of approaching through vehicles within the median opening area, the effect of the zone on median delay is studied. Furthermore, the effect of the category of U-turning vehicle on median delay is examined. Finally, three mathematical models are proposed considering the effect of (1) U-turning volume, (2) zone through which the vehicle is moving within the median opening area, and (3) category of U-turning vehicle. The proposed models are validated by comparing the model values with the field data.
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      Major Stream Delay under Limited Priority Conditions

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    http://yetl.yabesh.ir/yetl1/handle/yetl/4254500
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    contributor authorMalaya Mohanty; Partha Pratim Dey
    date accessioned2019-03-10T11:55:23Z
    date available2019-03-10T11:55:23Z
    date issued2019
    identifier otherJTEPBS.0000224.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4254500
    description abstractUnder a limited priority situation, U-turning vehicles attempt to accept smaller gaps, which compels approaching through vehicles to slow down and experience delays. Delay within the median opening area is termed median delay, which is studied in two parts: Median delay 1 (from start to center of median opening), and Median delay 2 (center to end of median opening). The significant difference between these two delays is established by a t-test. The effect of U-turning volume on Median delay 1, Median delay 2, and total median delay is studied. Considering the lateral movements of approaching through vehicles within the median opening area, the effect of the zone on median delay is studied. Furthermore, the effect of the category of U-turning vehicle on median delay is examined. Finally, three mathematical models are proposed considering the effect of (1) U-turning volume, (2) zone through which the vehicle is moving within the median opening area, and (3) category of U-turning vehicle. The proposed models are validated by comparing the model values with the field data.
    publisherAmerican Society of Civil Engineers
    titleMajor Stream Delay under Limited Priority Conditions
    typeJournal Paper
    journal volume145
    journal issue3
    journal titleJournal of Transportation Engineering, Part A: Systems
    identifier doi10.1061/JTEPBS.0000224
    page05018005
    treeJournal of Transportation Engineering, Part A: Systems:;2019:;Volume ( 145 ):;issue: 003
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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