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		<title><![CDATA[IRSE Exam Forum - 2000]]></title>
		<link>https://irse.signalpost.org/</link>
		<description><![CDATA[IRSE Exam Forum - https://irse.signalpost.org]]></description>
		<pubDate>Wed, 17 Jun 2026 13:36:04 +0000</pubDate>
		<generator>MyBB</generator>
		<item>
			<title><![CDATA[2000 Headway Calcs and Layout]]></title>
			<link>https://irse.signalpost.org/showthread.php?tid=436</link>
			<pubDate>Sun, 23 May 2010 14:45:31 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://irse.signalpost.org/member.php?action=profile&uid=148">alexgoei</a>]]></dc:creator>
			<guid isPermaLink="false">https://irse.signalpost.org/showthread.php?tid=436</guid>
			<description><![CDATA[Hello everyone,<br />
<br />
I would like to post my calculations for the non-stopping and stopping headway requirements.<br />
<br />
Please feel free to let me have your comments especially PJW.<br />
<br />
Thanks &amp; Regards]]></description>
			<content:encoded><![CDATA[Hello everyone,<br />
<br />
I would like to post my calculations for the non-stopping and stopping headway requirements.<br />
<br />
Please feel free to let me have your comments especially PJW.<br />
<br />
Thanks &amp; Regards]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[2000 Headway calculations (stopping)]]></title>
			<link>https://irse.signalpost.org/showthread.php?tid=58</link>
			<pubDate>Sun, 01 Jun 2008 15:16:14 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://irse.signalpost.org/member.php?action=profile&uid=19">Douglas</a>]]></dc:creator>
			<guid isPermaLink="false">https://irse.signalpost.org/showthread.php?tid=58</guid>
			<description><![CDATA[So last week the London study group met to consider the tackling of the stopping headway calculations for the 2000 layout.  Note that our work assumed that we had already completed and were following on from the previous non-stopping calculation work (see previous thread).<br />
<br />
At the session we basically worked through page 229 of the Module 2 Examination Resource Pack, issued 19/02/2008.  Note that the relevant reading is on pages 225-230.  I]]></description>
			<content:encoded><![CDATA[So last week the London study group met to consider the tackling of the stopping headway calculations for the 2000 layout.  Note that our work assumed that we had already completed and were following on from the previous non-stopping calculation work (see previous thread).<br />
<br />
At the session we basically worked through page 229 of the Module 2 Examination Resource Pack, issued 19/02/2008.  Note that the relevant reading is on pages 225-230.  I]]></content:encoded>
		</item>
		<item>
			<title><![CDATA[2000 Headway calculations (non-stopping)]]></title>
			<link>https://irse.signalpost.org/showthread.php?tid=48</link>
			<pubDate>Tue, 06 May 2008 11:52:17 +0000</pubDate>
			<dc:creator><![CDATA[<a href="https://irse.signalpost.org/member.php?action=profile&uid=19">Douglas</a>]]></dc:creator>
			<guid isPermaLink="false">https://irse.signalpost.org/showthread.php?tid=48</guid>
			<description><![CDATA[Hi All<br />
<br />
I've attached the headway calcs that I presented to the London Study Group last week.  Any thought then I'd be delighted to hear of them.  One concern was that I had picked the wrong train length (passeger 200m) for the distance from Green to Red - I still think that that's the correct thing to do:<ul class="mycode_list"><li>because the maximum speed on the line can only be achieved by the passenger train; &amp;<br />
</li>
</ul>
<ul class="mycode_list"><li>even if I've gotten it wrong then a matter of 200m isn't going to kill anyone is it?<br />
</li>
</ul>
<br />
What do you think?<br />
<br />
I'll be working on non-stopping headway for this module in a months time, or so.  I'd be keen to see how anyone else handles this <img src="https://irse.signalpost.org/images/smilies/wink.gif" alt="Wink" title="Wink" class="smilie smilie_2" /><br />
<br />
Douglas]]></description>
			<content:encoded><![CDATA[Hi All<br />
<br />
I've attached the headway calcs that I presented to the London Study Group last week.  Any thought then I'd be delighted to hear of them.  One concern was that I had picked the wrong train length (passeger 200m) for the distance from Green to Red - I still think that that's the correct thing to do:<ul class="mycode_list"><li>because the maximum speed on the line can only be achieved by the passenger train; &amp;<br />
</li>
</ul>
<ul class="mycode_list"><li>even if I've gotten it wrong then a matter of 200m isn't going to kill anyone is it?<br />
</li>
</ul>
<br />
What do you think?<br />
<br />
I'll be working on non-stopping headway for this module in a months time, or so.  I'd be keen to see how anyone else handles this <img src="https://irse.signalpost.org/images/smilies/wink.gif" alt="Wink" title="Wink" class="smilie smilie_2" /><br />
<br />
Douglas]]></content:encoded>
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