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	<updated>2026-11-04T15:51:49Z</updated>
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		<id>https://fire-safety.academy/w/index.php?title=File:Fse-hydraulic-calculation-v4.svg&amp;diff=2298&amp;oldid=prev</id>
		<title>Jan: Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity</title>
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		<updated>2026-11-02T16:29:05Z</updated>

		<summary type="html">&lt;p&gt;Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity&lt;/p&gt;
&lt;p&gt;&lt;b&gt;New page&lt;/b&gt;&lt;/p&gt;&lt;div&gt;== Summary ==&lt;br /&gt;
Water supply curve from a flow test with 6.9 bar static and 5.5 bar residual pressure at 3,785 L/min, with a margin of 10 percent of the static pressure. Based on Fleming (2002), p. 4-81, and Hopkins et al. (2005), p. 88.&lt;br /&gt;
&lt;br /&gt;
Original illustration for [[Hydraulic calculation]], level 4 Expert.&lt;br /&gt;
&lt;br /&gt;
* Source basis: Fleming (2002), p. 4-81 (flow test, water supply curve, 1.85-power relation, demand below the curve) and Hopkins et al. (2005), p. 88 (margin of safety as a percentage of static pressure)&lt;br /&gt;
* Alt text: Line chart: available supply pressure falls from 6.9 bar at zero flow to 5.5 bar at 3785 L/min; a margin line lies 0.69 bar lower.&lt;br /&gt;
&lt;br /&gt;
== Licensing ==&lt;br /&gt;
New drawing by Fire Safety Academy. © Fire Safety Academy.&lt;/div&gt;</summary>
		<author><name>Jan</name></author>
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