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	<id>https://wiki.intewa.net/index.php?action=history&amp;feed=atom&amp;title=Translations%3AWasseraufbereitung_und_Grauwassernutzung%2F954%2Fen</id>
	<title>Translations:Wasseraufbereitung und Grauwassernutzung/954/en - Versionsgeschichte</title>
	<link rel="self" type="application/atom+xml" href="https://wiki.intewa.net/index.php?action=history&amp;feed=atom&amp;title=Translations%3AWasseraufbereitung_und_Grauwassernutzung%2F954%2Fen"/>
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	<updated>2026-04-28T21:16:14Z</updated>
	<subtitle>Versionsgeschichte dieser Seite in INTEWA Wiki</subtitle>
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	<entry>
		<id>https://wiki.intewa.net/index.php?title=Translations:Wasseraufbereitung_und_Grauwassernutzung/954/en&amp;diff=3857&amp;oldid=prev</id>
		<title>Sabrina am 21. Februar 2019 um 09:21 Uhr</title>
		<link rel="alternate" type="text/html" href="https://wiki.intewa.net/index.php?title=Translations:Wasseraufbereitung_und_Grauwassernutzung/954/en&amp;diff=3857&amp;oldid=prev"/>
		<updated>2019-02-21T09:21:45Z</updated>

		<summary type="html">&lt;p&gt;&lt;/p&gt;
&lt;table class=&quot;diff diff-contentalign-left diff-editfont-monospace&quot; data-mw=&quot;interface&quot;&gt;
				&lt;col class=&quot;diff-marker&quot; /&gt;
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				&lt;tr class=&quot;diff-title&quot; lang=&quot;de&quot;&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;← Nächstältere Version&lt;/td&gt;
				&lt;td colspan=&quot;2&quot; style=&quot;background-color: #fff; color: #202122; text-align: center;&quot;&gt;Version vom 21. Februar 2019, 09:21 Uhr&lt;/td&gt;
				&lt;/tr&gt;&lt;tr&gt;&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot; id=&quot;mw-diff-left-l8&quot; &gt;Zeile 8:&lt;/td&gt;
&lt;td colspan=&quot;2&quot; class=&quot;diff-lineno&quot;&gt;Zeile 8:&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;7. Weights&amp;lt;br /&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;7. Weights&amp;lt;br /&amp;gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;8. Aeration distribution nozzle]]&lt;/div&gt;&lt;/td&gt;&lt;td class='diff-marker'&gt; &lt;/td&gt;&lt;td style=&quot;background-color: #f8f9fa; color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #eaecf0; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;8. Aeration distribution nozzle]]&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;tr&gt;&lt;td colspan=&quot;2&quot;&gt; &lt;/td&gt;&lt;td class='diff-marker'&gt;+&lt;/td&gt;&lt;td style=&quot;color: #202122; font-size: 88%; border-style: solid; border-width: 1px 1px 1px 4px; border-radius: 0.33em; border-color: #a3d3ff; vertical-align: top; white-space: pre-wrap;&quot;&gt;&lt;div&gt;&lt;ins style=&quot;font-weight: bold; text-decoration: none;&quot;&gt;In the application example shown the membranes are installed on a type of station. The integrated suction pump draws the water uniformly through the membrane and supplies it to a treated water tank through a filtrate hose. To guarantee over time a high flow rate the membrane is periodically flushed with an integrated backwash pump. The required volume for backwash water is taken by the system out of the backwash tank which is found above the pumps. Furthermore the membrane will be periodically blown clean with air directed through the fibres to remove deposits. To this end the membrane station is connected to a blower through a hose attachment. The air is uniformly distributed through a connection manifold with symmetric connections and supplies simultaneously the bioreactor with oxygen. For larger water treatment systems multiple membrane stations can be connected in parallel.&lt;/ins&gt;&lt;/div&gt;&lt;/td&gt;&lt;/tr&gt;
&lt;/table&gt;</summary>
		<author><name>Sabrina</name></author>
	</entry>
	<entry>
		<id>https://wiki.intewa.net/index.php?title=Translations:Wasseraufbereitung_und_Grauwassernutzung/954/en&amp;diff=3855&amp;oldid=prev</id>
		<title>Sabrina: Die Seite wurde neu angelegt: „====Membrane station==== Datei:AL_Membranstation.png|miniatur|400px|1. Backwash container&lt;br /&gt; 2. Backwash pump&lt;br /&gt; 3. Suction pump&lt;br /&gt; 4. Permeate dist…“</title>
		<link rel="alternate" type="text/html" href="https://wiki.intewa.net/index.php?title=Translations:Wasseraufbereitung_und_Grauwassernutzung/954/en&amp;diff=3855&amp;oldid=prev"/>
		<updated>2019-02-21T09:21:23Z</updated>

		<summary type="html">&lt;p&gt;Die Seite wurde neu angelegt: „====Membrane station==== Datei:AL_Membranstation.png|miniatur|400px|1. Backwash container&amp;lt;br /&amp;gt; 2. Backwash pump&amp;lt;br /&amp;gt; 3. Suction pump&amp;lt;br /&amp;gt; 4. Permeate dist…“&lt;/p&gt;
&lt;p&gt;&lt;b&gt;Neue Seite&lt;/b&gt;&lt;/p&gt;&lt;div&gt;====Membrane station====&lt;br /&gt;
[[Datei:AL_Membranstation.png|miniatur|400px|1. Backwash container&amp;lt;br /&amp;gt;&lt;br /&gt;
2. Backwash pump&amp;lt;br /&amp;gt;&lt;br /&gt;
3. Suction pump&amp;lt;br /&amp;gt;&lt;br /&gt;
4. Permeate distribution nozzle&amp;lt;br /&amp;gt;&lt;br /&gt;
5. Central blower connection&amp;lt;br /&amp;gt;&lt;br /&gt;
6. Membrane&amp;lt;br /&amp;gt;&lt;br /&gt;
7. Weights&amp;lt;br /&amp;gt;&lt;br /&gt;
8. Aeration distribution nozzle]]&lt;/div&gt;</summary>
		<author><name>Sabrina</name></author>
	</entry>
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