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<title>Java·Applied·Geodesy·3D - Deformation analysis between epoch 1+2+..k-1 vs epoch k</title>
<link>https://software.applied-geodesy.org/forum/</link>
<description>Support forum for JAG3D software package</description>
<language>en</language>
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<title>Deformation analysis between epoch 1+2+..k-1 vs epoch k (reply)</title>
<content:encoded><![CDATA[<p>Hi,</p>
<blockquote><p>How to input alpha=0.01 to JAG-3D for pre-analysis?</p>
</blockquote><p>There is no different between a pre-analysis and a regular adjustment. You can define the test statistic in <a href="https://software.applied-geodesy.org/wiki/user-interface/settings#teststatistik">Main menu --&gt; Property --&gt; Test statistic</a>.</p>
<p>regards<br />
Micha</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=203</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=203</guid>
<pubDate>Fri, 28 Sep 2018 10:54:16 +0000</pubDate>
<dc:creator>Micha</dc:creator>
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<title>Deformation analysis between epoch 1+2+..k-1 vs epoch k (reply)</title>
<content:encoded><![CDATA[<p>Thank you so much,</p>
<p>How to input alpha=0.01 to JAG-3D for pre-analysis?</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=202</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=202</guid>
<pubDate>Fri, 28 Sep 2018 09:44:41 +0000</pubDate>
<dc:creator>Nguyen Thanh Trung</dc:creator>
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<item>
<title>Deformation analysis between epoch 1+2+..k-1 vs epoch k (reply)</title>
<content:encoded><![CDATA[<p>Hello,</p>
<blockquote><p>how to input covariance matrix to JAG-3D using GNSS receivers with, for example, horizontal accuracy: 5mm+0.5ppm, vertical accuracy: 10mm+0.5ppm.</p>
</blockquote><p>JAG3D doesn't support full variance-covariance matrices. You can define the uncertainties of the baseline component (i.e. the variance taken from the variance-covariance matrix) or a <a href="https://software.applied-geodesy.org/wiki/least-squares-adjustment/observation#gnss-basislinien">distance dependent uncertainty model</a>, which is similar to the uncertainty model of distance-measurements. If the horizontal and the vertical components haven't equal uncertainties, you have to calculate the uncertainties by your suggestion e.g. 5mm+0.5ppm and 10mm+0.5ppm.</p>
<p>/Micha</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=201</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=201</guid>
<pubDate>Fri, 28 Sep 2018 07:30:03 +0000</pubDate>
<dc:creator>Micha</dc:creator>
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<title>Deformation analysis between epoch 1+2+..k-1 vs epoch k (reply)</title>
<content:encoded><![CDATA[<p>Thank you so much for your support.</p>
<p>Are baseline components and covariance matrix of GNSS baseline (2D or 3D) input to JAG-3D obtained from results of baseline data processing? </p>
<p>How to input the full of covariance matrix to JAG-3D when adjustment?</p>
<p>When do network pre-analysis, how to input covariance matrix to JAG-3D using GNSS receivers with, for example, horizontal accuracy: 5mm+0.5ppm, vertical accuracy: 10mm+0.5ppm.</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=199</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=199</guid>
<pubDate>Fri, 28 Sep 2018 01:32:52 +0000</pubDate>
<dc:creator>Nguyen Thanh Trung</dc:creator>
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<item>
<title>Deformation analysis between epoch 1+2+..k-1 vs epoch k (reply)</title>
<content:encoded><![CDATA[<p>Hello,</p>
<blockquote><p>Therefore, when designing the network in JAG3D, &quot;A&quot; is equal or smaller than 2.2mm, is that right?</p>
</blockquote><p>The major-axis A depends on your selected α (and on the adjustment scheme of α to avoid <a href="https://en.wikipedia.org/wiki/Multiple_comparisons_problem">multiple comparisons problem</a>, i.e Baarda's B-method). The used α is given in the <a href="https://software.applied-geodesy.org/wiki/user-interface/editor#globale_ausgleichungsergebnisse">test-statistic table</a> of JAG3D.</p>
<blockquote><p>What are uncertainty of angle and distance input to JAG3D?</p>
</blockquote><p>
24 observations to the same point, observed from the same stand point???</p>
<p>If we observe several sets, we average the sets and use the manufacturer's specifications to define the a-priori uncertainties. After the adjustment process, the uncertainties are evaluated by variance-component-estimations and, if necessary, adjusted.</p>
<p>kind regards<br />
Micha</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=197</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=197</guid>
<pubDate>Thu, 27 Sep 2018 15:09:34 +0000</pubDate>
<dc:creator>Micha</dc:creator>
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