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	<title>File:Fse-critical-water-application-rate-v4.svg - Revision history</title>
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	<updated>2026-11-04T14:55:23Z</updated>
	<subtitle>Revision history for this page on the wiki</subtitle>
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		<id>https://fire-safety.academy/w/index.php?title=File:Fse-critical-water-application-rate-v4.svg&amp;diff=2293&amp;oldid=prev</id>
		<title>Jan: Watermark: Fire Safety Academy logo icon, 70 px, 45 % opacity</title>
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		<updated>2026-11-02T16:28:34Z</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;
Schematic relation between application rate and fire control time, as found in aviation foam tests: no control below the critical rate, little gain above about 4.1 L/(m²·min) for AFFF. Based on Scheffey (2002), pp. 4-100 to 4-101.&lt;br /&gt;
&lt;br /&gt;
Original illustration for [[Critical water application rate]], level 4 Expert.&lt;br /&gt;
&lt;br /&gt;
* Source basis: Scheffey (2002), p. 4-100 (critical application rate definition; asymptotic rates; Figure 4-4.4) and p. 4-101 (Figure 4-4.6 note: no control at 0.03 gpm/ft²); the trend follows Figure 4-4.4 on p. 4-100: redraw, do not copy&lt;br /&gt;
* Alt text: Schematic curve: fire control time falls steeply above a critical application rate and levels off at higher rates.&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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