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		<title>Design wave condition - Bewerkingsoverzicht</title>
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		<updated>2013-05-24T17:06:03Z</updated>
		<subtitle>Bewerkingsoverzicht voor deze pagina op de wiki</subtitle>
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		<id>http://www.vliz.be/v/index.php?title=Design_wave_condition&amp;diff=23204&amp;oldid=prev</id>
		<title>Tasomerville: New page: {{ Definition|title=Design wave condition |definition= Usually an extreme wave condition with a specified return period used int he design of coastal works.&lt;ref name=&quot;CIRIA (1996)&quot;&gt; CIRIA ...</title>
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				<updated>2008-09-21T15:31:38Z</updated>
		
		<summary type="html">&lt;p&gt;New page: {{ Definition|title=Design wave condition |definition= Usually an extreme wave condition with a specified return period used int he design of coastal works.&amp;lt;ref name=&amp;quot;CIRIA (1996)&amp;quot;&amp;gt; CIRIA ...&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Nieuwe pagina&lt;/b&gt;&lt;/p&gt;&lt;div&gt;{{&lt;br /&gt;
Definition|title=Design wave condition&lt;br /&gt;
|definition= Usually an extreme wave condition with a specified return period used int he design of coastal works.&amp;lt;ref name=&amp;quot;CIRIA (1996)&amp;quot;&amp;gt; CIRIA (1996). ''Beach management manual''. CIRIA Report 153.&amp;lt;/ref&amp;gt;.}}&lt;br /&gt;
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==References==&lt;br /&gt;
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==See also==&lt;br /&gt;
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# [[Waves]]&lt;/div&gt;</summary>
		<author><name>Tasomerville</name></author>	</entry>

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