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		<title>Wang et al 2015j - Revision history</title>
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		<updated>2026-04-21T20:43:55Z</updated>
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		<id>https://www.scipedia.com/wd/index.php?title=Wang_et_al_2015j&amp;diff=193437&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 944219623 to Wang et al 2015j</title>
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				<updated>2021-01-28T19:12:40Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_944219623&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 944219623&quot;&gt;Draft Content 944219623&lt;/a&gt; to &lt;a href=&quot;/public/Wang_et_al_2015j&quot; title=&quot;Wang et al 2015j&quot;&gt;Wang et al 2015j&lt;/a&gt;&lt;/p&gt;
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				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;← Older revision&lt;/td&gt;
				&lt;td colspan='1' style=&quot;background-color: white; color:black; text-align: center;&quot;&gt;Revision as of 19:12, 28 January 2021&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan='2' style='text-align: center;' lang='en'&gt;&lt;div class=&quot;mw-diff-empty&quot;&gt;(No difference)&lt;/div&gt;
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		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Wang_et_al_2015j&amp;diff=193436&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  In order to adapt to traffic operation situation of over-saturated signalized intersection, the setting methods of optimal cycle and green split of every phas...&quot;</title>
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				<updated>2021-01-28T19:12:34Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  In order to adapt to traffic operation situation of over-saturated signalized intersection, the setting methods of optimal cycle and green split of every phas...&amp;quot;&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;&lt;br /&gt;
== Abstract ==&lt;br /&gt;
&lt;br /&gt;
In order to adapt to traffic operation situation of over-saturated signalized intersection, the setting methods of optimal cycle and green split of every phase are studied. Selecting Xinan Rd. and Wuyi Rd. intersection as study object, traffic investigation was carried out. Considering the two factors of the average delay and capacity at over- saturated intersection comprehensively, the optimization method of signal cycle length was proposed. Considering the traffic volume and queue length, setting method of the green splits of every phase was also proposed. Using the measured traffic data, signal timing scheme of the investigated intersection was not only designed, but also compared with the existing situation. The research indicates that, using this method, the average delay will be increased at over- saturated intersection, and the capacity can also be increased. This method is beneficial to reduce vehicles queuing at this kind of intersection.&lt;br /&gt;
&lt;br /&gt;
&lt;br /&gt;
== Original document ==&lt;br /&gt;
&lt;br /&gt;
The different versions of the original document can be found in:&lt;br /&gt;
&lt;br /&gt;
* [http://dx.doi.org/10.2991/lemcs-15.2015.10 http://dx.doi.org/10.2991/lemcs-15.2015.10] under the license https://creativecommons.org/licenses/by-nc&lt;br /&gt;
&lt;br /&gt;
* [https://download.atlantis-press.com/article/25838060.pdf https://download.atlantis-press.com/article/25838060.pdf]&lt;br /&gt;
&lt;br /&gt;
* [https://www.atlantis-press.com/proceedings/lemcs-15/25838060 https://www.atlantis-press.com/proceedings/lemcs-15/25838060],&lt;br /&gt;
: [https://www.atlantis-press.com/php/paper-details.php?id=25838060 https://www.atlantis-press.com/php/paper-details.php?id=25838060],&lt;br /&gt;
: [https://academic.microsoft.com/#/detail/1916262009 https://academic.microsoft.com/#/detail/1916262009] under the license cc-by-nc&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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