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		<title><![CDATA[User Forum of Software BASEMENT / Does "local_slope_correction" work with Engelund Hansen formula?]]></title>
		<link>https://forum.basement.ethz.ch/viewtopic.php?id=5347</link>
		<description><![CDATA[The most recent posts in Does "local_slope_correction" work with Engelund Hansen formula?.]]></description>
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			<title><![CDATA[Re: Does "local_slope_correction" work with Engelund Hansen formula?]]></title>
			<link>https://forum.basement.ethz.ch/viewtopic.php?pid=6343#p6343</link>
			<description><![CDATA[<p>Hi Lucas,<br />thank you for the clarification.</p><p>Regards,<br />Marulke</p>]]></description>
			<author><![CDATA[dummy@example.com (Marulke)]]></author>
			<pubDate>Sun, 15 Nov 2020 09:02:19 +0000</pubDate>
			<guid>https://forum.basement.ethz.ch/viewtopic.php?pid=6343#p6343</guid>
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			<title><![CDATA[Re: Does "local_slope_correction" work with Engelund Hansen formula?]]></title>
			<link>https://forum.basement.ethz.ch/viewtopic.php?pid=6340#p6340</link>
			<description><![CDATA[<p>Hi Marulke</p><p>&#039;local_slope_correction&#039; does correct the critical shear stress due to a local bed slope (longitudinal bed slope in flow direction AND lateral bed slope).</p><p>To answer your questions:<br />(1) Since the EH-formula does not consider a critical shear stress, &#039;local_slope_correction&#039; will have no effect</p><p>(2) I assume that here also it will have no effect. At least to my understanding, it would make no sense to apply this concept to W&amp;C formula.</p><p>hope this helps!<br />Best, Lukas</p>]]></description>
			<author><![CDATA[dummy@example.com (Lukas Vonwiller)]]></author>
			<pubDate>Thu, 12 Nov 2020 11:12:42 +0000</pubDate>
			<guid>https://forum.basement.ethz.ch/viewtopic.php?pid=6340#p6340</guid>
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			<title><![CDATA[Does "local_slope_correction" work with Engelund Hansen formula?]]></title>
			<link>https://forum.basement.ethz.ch/viewtopic.php?pid=6339#p6339</link>
			<description><![CDATA[<p>Hi,<br />I need a clarification regarding the &quot;local_slope_corrrection&quot; in the BEDLOAD\FORMULA block.</p><p>As I understand it, this prarmeter is used to reduce the critical Shields number for particles on a side slope. I.e. particles on a side slope (banks) start to move at a lower shear stress compared to particles on a horizontal bed.</p><p>Question:<br />1) How is this parameter used in combination with Engelund Hansens bed load formula? I believe that Engelund Hansens formula does not include a critical stress. Does BASEMENT still apply some slope correction, or is local slope correction ignored for EH?</p><p>2) Same question as above, but for Wilcock Crowe (wich has a reference stress instead of a critical stress)? </p><p>Kind regards,<br />Marulke</p>]]></description>
			<author><![CDATA[dummy@example.com (Marulke)]]></author>
			<pubDate>Thu, 12 Nov 2020 09:50:01 +0000</pubDate>
			<guid>https://forum.basement.ethz.ch/viewtopic.php?pid=6339#p6339</guid>
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