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		<title>Fu et al 2016a - Revision history</title>
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		<updated>2026-05-10T06:53:54Z</updated>
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		<id>https://www.scipedia.com/wd/index.php?title=Fu_et_al_2016a&amp;diff=206164&amp;oldid=prev</id>
		<title>Scipediacontent: Scipediacontent moved page Draft Content 702599119 to Fu et al 2016a</title>
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				<updated>2021-02-03T17:13:16Z</updated>
		
		<summary type="html">&lt;p&gt;Scipediacontent moved page &lt;a href=&quot;/public/Draft_Content_702599119&quot; class=&quot;mw-redirect&quot; title=&quot;Draft Content 702599119&quot;&gt;Draft Content 702599119&lt;/a&gt; to &lt;a href=&quot;/public/Fu_et_al_2016a&quot; title=&quot;Fu et al 2016a&quot;&gt;Fu et al 2016a&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 17:13, 3 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;
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		<author><name>Scipediacontent</name></author>	</entry>

	<entry>
		<id>https://www.scipedia.com/wd/index.php?title=Fu_et_al_2016a&amp;diff=206163&amp;oldid=prev</id>
		<title>Scipediacontent: Created page with &quot; == Abstract ==  This paper provides a practical stochastic method by which the maximum equilibrium scour depth beneath a marine pipeline exposed to random waves on mild slope...&quot;</title>
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				<updated>2021-02-03T17:13:13Z</updated>
		
		<summary type="html">&lt;p&gt;Created page with &amp;quot; == Abstract ==  This paper provides a practical stochastic method by which the maximum equilibrium scour depth beneath a marine pipeline exposed to random waves on mild slope...&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;
This paper provides a practical stochastic method by which the maximum equilibrium scour depth beneath a marine pipeline exposed to random waves on mild slopes can be derived. The approach is based on assuming the waves to be a stationary narrow-band random process, adopting the Battjes and Groenendijk (2000) wave height distribution for mild slopes including the effect of breaking waves, and using the empirical formulas for the scour depth on the horizontal seabed by Sumer and Fredsoe (1996). Results will be presented and discussed by varying the seabed slope and water depth. An approximate method is also proposed, and comparisons are made with the present stochastic method.  Generally, it appears that the approximate method can replace the stochastic method.&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://dspace.imech.ac.cn/bitstream/311007/60152/1/Cp2016-037.pdf http://dspace.imech.ac.cn/bitstream/311007/60152/1/Cp2016-037.pdf] under the license https://creativecommons.org/licenses/by-nc-sa&lt;br /&gt;
&lt;br /&gt;
* [http://eprints.hrwallingford.co.uk/1597 http://eprints.hrwallingford.co.uk/1597],&lt;br /&gt;
: [https://eprints.hrwallingford.com/1113 https://eprints.hrwallingford.com/1113],&lt;br /&gt;
: [https://academic.microsoft.com/#/detail/2588293799 https://academic.microsoft.com/#/detail/2588293799] under the license cc-by-nc-sa&lt;br /&gt;
&lt;br /&gt;
* [http://www.crcnetbase.com/doi/pdf/10.1201/9781315375045-32 http://www.crcnetbase.com/doi/pdf/10.1201/9781315375045-32],&lt;br /&gt;
: [http://dx.doi.org/10.1201/9781315375045-32 http://dx.doi.org/10.1201/9781315375045-32]&lt;/div&gt;</summary>
		<author><name>Scipediacontent</name></author>	</entry>

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