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<title>Java·Applied·Geodesy·3D</title>
<link>https://software.applied-geodesy.org/forum/</link>
<description>Support forum for JAG3D software package</description>
<language>en</language>
<item>
<title>Network adjustment workflow (reply)</title>
<content:encoded><![CDATA[<p>Micha thank you very much for the example setup!</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=15056</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=15056</guid>
<pubDate>Fri, 29 May 2026 04:31:17 +0000</pubDate>
<dc:creator>zxy55</dc:creator>
</item>
<item>
<title>Network adjustment workflow (reply)</title>
<content:encoded><![CDATA[<p>Hi,</p>
<p>define point A as datum point and point B as new point. Define an azimuth between both points to fix the orientation, and add the distance. A minimal example looks like <a href="https://dev.applied-geodesy.org/tmp/zxy55.zip">zxy55.zip</a>.</p>
<p><a rel="thumbnail" href="https://i.ibb.co/y1f25Vb/jag3d-zxy55.png"><img src="https://i.ibb.co/y1f25Vb/jag3d-zxy55.png" loading="lazy" class="thumbnail left" alt="[image]"  /></a></p>
<p>/Micha</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=15055</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=15055</guid>
<pubDate>Sat, 23 May 2026 11:45:36 +0000</pubDate>
<dc:creator>Micha</dc:creator>
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<item>
<title>Network adjustment workflow (reply)</title>
<content:encoded><![CDATA[<p>Hello Micah, <br />
Thank you for your reply.<br />
Sorry, I have made a typing mistake. I meant to write horizontal directions. </p>
<p>I&#039;m asking for this situation. If I set my A coordinates to be (0,0), how do i define azimuth/ bearing ( i chose 90-00-00 deg for image example because it&#039;s easier to explain) so it pulls distance form horizontal distance measurments and automatically calculates the coordinates for point B. Or do i have to manually define as (50,0) ?<br />
<img src="https://i.ibb.co/Cs6b5Hdn/Direkcioni.png" loading="lazy" alt="[image]"  /></p>
<p>What I&#039;m trying to do Is free network adjustment 2D (in some local system), but I don&#039;t know how to set it up. For free network do i define the point A as (0,0), B(50,0), rest of the points as new points?</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=15054</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=15054</guid>
<pubDate>Fri, 22 May 2026 21:36:29 +0000</pubDate>
<dc:creator>zxy55</dc:creator>
</item>
<item>
<title>Network adjustment workflow (reply)</title>
<content:encoded><![CDATA[<p>Hello,</p>
<blockquote><p>I have made measurments in local triangulation network. Horizontal angles and horizontal distances.</p>
</blockquote><p>Did you really measure the azimuths with a total station? Normally, that’s not possible, and only (unoriented) directions are observed. </p>
<blockquote><p>If i have 7 points, and lets say point 1 has known coordinates (0,0). Do I define that point as Datum point or Reference point, and the rest of the points as New points? </p>
</blockquote><p>If you have only a single point, the necessary condition for the data definition is not satisfied. You need at least a second point or a true azimuth - see my question above. Assuming you have an azimuth, it doesn&#039;t matter whether the single known point is a reference point or a datum point.</p>
<blockquote><p>How can I define Azimuth from point 1 to point 2 to be lets say  (120°)?</p>
</blockquote><p>Import the measurement as a set of directions and <em>uncheck</em> the checkbox to avoid estimating the unknown orientation of the set.<br />
 </p>
<blockquote><p>Is it possible to input Face 1, Face 2 measurments in several rounds to spot outliers? Or am i forced to use average observations option before computing approximate coordinates and running the adjustment?</p>
</blockquote><p>JAG3D supports both faces. However, since the measurement of a single face is systematically distorted by measurement errors, it is strongly recommended that you use the average of the measurements from face 1 and face 2. To compute approximate coordinates it is nessessarry, that the first direction to a point relates always to face 1.</p>
<blockquote><p>Is there and option to enter degree values in D-M-S format instead of decimal degrees?</p>
</blockquote><p>No.</p>
<p>All the best<br />
Micha</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=15053</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=15053</guid>
<pubDate>Thu, 21 May 2026 11:10:18 +0000</pubDate>
<dc:creator>Micha</dc:creator>
</item>
<item>
<title>Network adjustment workflow</title>
<content:encoded><![CDATA[<p>Hi Micha,<br />
Can you explain what is the correct workflow for network adjustment?<br />
I have made measurments in local triangulation network. Horizontal angles and horizontal distances.<br />
If i have 7 points, and lets say point 1 has known coordinates (0,0). Do I define that point as Datum point or Reference point, and the rest of the points as New points? <br />
How can I define Azimuth from point 1 to point 2 to be lets say  (120°)?</p>
<p>Is it possible to input Face 1, Face 2 measurments in several rounds to spot outliers? Or am i forced to use average observations option before computing approximate coordinates and running the adjustment?</p>
<p>Is there and option to enter degree values in D-M-S format instead of decimal degrees?</p>
<p>I have tried playing around, and my orientations keep failing. When I try adding centering erorr and changing the accruacy of instrument it has little to no effect. I assume std HA and distances are out of spec, but I dont know what values to change to make it pass the test. I want to see how it affects everything.</p>
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<link>https://software.applied-geodesy.org/forum/index.php?id=15052</link>
<guid>https://software.applied-geodesy.org/forum/index.php?id=15052</guid>
<pubDate>Wed, 20 May 2026 21:13:20 +0000</pubDate>
<dc:creator>zxy55</dc:creator>
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