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		<id>https://www.scipedia.com/wd/index.php?action=history&amp;feed=atom&amp;title=Brkic_2017a</id>
		<title>Brkic 2017a - Revision history</title>
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		<updated>2026-04-25T21:10:55Z</updated>
		<subtitle>Revision history for this page on the wiki</subtitle>
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	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Brkic_2017a&amp;diff=163265&amp;oldid=prev</id>
		<title>Dejan.brkic: Dejan.brkic moved page Draft Brkic 478116942 to Brkic 2017a</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Brkic_2017a&amp;diff=163265&amp;oldid=prev"/>
				<updated>2020-05-16T13:09:05Z</updated>
		
		<summary type="html">&lt;p&gt;Dejan.brkic moved page &lt;a href=&quot;/public/Draft_Brkic_478116942&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Brkic 478116942&quot;&gt;Draft Brkic 478116942&lt;/a&gt; to &lt;a href=&quot;/public/Brkic_2017a&quot; title=&quot;Brkic 2017a&quot;&gt;Brkic 2017a&lt;/a&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left&quot; data-mw=&quot;interface&quot;&gt;
				&lt;tr style='vertical-align: top;' lang='en'&gt;
				&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 13:09, 16 May 2020&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>Dejan.brkic</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Brkic_2017a&amp;diff=163264&amp;oldid=prev</id>
		<title>Dejan.brkic: Created page with &quot; == Abstract ==  Empirical Colebrook equation implicit in unknown flow friction factor (λ) is an accepted standard for calculation of hydraulic resistance in hydraulically sm...&quot;</title>
		<link rel="alternate" type="text/html" href="https://www.scipedia.com/wd/index.php?title=Brkic_2017a&amp;diff=163264&amp;oldid=prev"/>
				<updated>2020-05-16T13:09:04Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  Empirical Colebrook equation implicit in unknown flow friction factor (λ) is an accepted standard for calculation of hydraulic resistance in hydraulically sm...&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;
Empirical Colebrook equation implicit in unknown flow friction factor (λ) is an accepted standard for calculation of hydraulic resistance in hydraulically smooth and rough pipes. The Colebrook equation gives friction factor (λ) implicitly as a function of the Reynolds number (Re) and relative roughness (ε/D) of inner pipe surface; i.e. λ&lt;br /&gt;
&lt;br /&gt;
== Full document ==&lt;br /&gt;
&amp;lt;pdf&amp;gt;Media:Draft_Brkic_478116942-7540-document.pdf&amp;lt;/pdf&amp;gt;&lt;/div&gt;</summary>
		<author><name>Dejan.brkic</name></author>	</entry>

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