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		<id>https://www.scipedia.com/wd/index.php?action=history&amp;feed=atom&amp;title=Ozger_Yildirim_2009a</id>
		<title>Ozger Yildirim 2009a - Revision history</title>
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		<updated>2026-04-23T14:03:02Z</updated>
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		<id>https://www.scipedia.com/wd/index.php?title=Ozger_Yildirim_2009a&amp;diff=215716&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 675115498 to Ozger Yildirim 2009a</title>
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				<updated>2021-02-16T09:51:28Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_675115498&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 675115498&quot;&gt;Draft Content 675115498&lt;/a&gt; to &lt;a href=&quot;/public/Ozger_Yildirim_2009a&quot; title=&quot;Ozger Yildirim 2009a&quot;&gt;Ozger Yildirim 2009a&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 09:51, 16 February 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;
&lt;/td&gt;&lt;/tr&gt;&lt;/table&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Ozger_Yildirim_2009a&amp;diff=215715&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  WOS: 000266339000006  Low-pressurized multiple outlet pipelines are extensively used to uniformly distribute irrigation water under different types of low-vol...&quot;</title>
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				<updated>2021-02-16T09:51:25Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  WOS: 000266339000006  Low-pressurized multiple outlet pipelines are extensively used to uniformly distribute irrigation water under different types of low-vol...&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;
WOS: 000266339000006&lt;br /&gt;
&lt;br /&gt;
Low-pressurized multiple outlet pipelines are extensively used to uniformly distribute irrigation water under different types of low-volume micro-irrigation systems. Polyethylene (PE) is the main pipe material for smooth pipes in sub-main unit of a micro-irrigation system due to its flexibility and resistibility to the sun. For computing friction loss in PE pipes, many practicing engineers hesitate to use the generalized Darcy-Weisbach equation since the friction coefficient varies at each section of the lateral. Although its non-dimensional homogeneity and limitations in applicability, the empirical Hazen-Williams equation is still commonly preferred, because of its simplicity in practice. In the current hydraulic computations for friction loss, some typical fixed values for the Hazen-Williams coefficient (C(HW)) in PE pipes are still recommended regardless of pipe diameter. Experimental works have confirmed that there is a strong dependence of the C(HW) on pipe diameter (D), therefore a single value of the C(HW) cannot be used for all ranges of pipe diameters. The primary focus of this research is to investigate the accuracy of a fuzzy rule system approach to estimate the proper value of the C(HW) coefficient for different pipe diameters because of the imprecise, insufficient, ambiguous and uncertain data available. A neuro-fuzzy approach was developed to relate the input (flow rate and pipe diameter) and output (C(HW) and friction loss) variables. The application of the proposed approach was performed using the measured data for friction losses available from the recent experimental analysis, hence its performance was tested using some statistic parameters for error estimation. The examination results indicated that through fuzzy rules and membership functions the proposed model can be successfully used to identify the proper values of C(HW) coefficient hence accurately estimate friction losses through smooth PE pipes. (C) 2008 Elsevier Ltd. All rights reserved.&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;
* [https://hdl.handle.net/20.500.12451/5804 https://hdl.handle.net/20.500.12451/5804]&lt;br /&gt;
&lt;br /&gt;
* [https://api.elsevier.com/content/article/PII:S0965997808001841?httpAccept=text/xml https://api.elsevier.com/content/article/PII:S0965997808001841?httpAccept=text/xml],&lt;br /&gt;
: [https://api.elsevier.com/content/article/PII:S0965997808001841?httpAccept=text/plain https://api.elsevier.com/content/article/PII:S0965997808001841?httpAccept=text/plain],&lt;br /&gt;
: [http://dx.doi.org/10.1016/j.advengsoft.2008.11.001 http://dx.doi.org/10.1016/j.advengsoft.2008.11.001] under the license https://www.elsevier.com/tdm/userlicense/1.0/&lt;br /&gt;
&lt;br /&gt;
* [https://www.sciencedirect.com/science/article/pii/S0965997808001841 https://www.sciencedirect.com/science/article/pii/S0965997808001841],&lt;br /&gt;
: [https://dblp.uni-trier.de/db/journals/aes/aes40.html#YildirimO09 https://dblp.uni-trier.de/db/journals/aes/aes40.html#YildirimO09],&lt;br /&gt;
: [https://doi.org/10.1016/j.advengsoft.2008.11.001 https://doi.org/10.1016/j.advengsoft.2008.11.001],&lt;br /&gt;
: [http://doi.org/10.1016/j.advengsoft.2008.11.001 http://doi.org/10.1016/j.advengsoft.2008.11.001],&lt;br /&gt;
: [http://dx.doi.org/10.1016/j.advengsoft.2008.11.001 http://dx.doi.org/10.1016/j.advengsoft.2008.11.001],&lt;br /&gt;
: [https://dl.acm.org/citation.cfm?id=1535233 https://dl.acm.org/citation.cfm?id=1535233],&lt;br /&gt;
: [https://academic.microsoft.com/#/detail/1971992732 https://academic.microsoft.com/#/detail/1971992732]&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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