<?xml version="1.0" encoding="UTF-8" ?>
<?xml-stylesheet type="text/xsl" href="https://communities.bentley.com/cfs-file/__key/system/syndication/rss.xsl" media="screen"?><rss version="2.0" xmlns:dc="http://purl.org/dc/elements/1.1/"><channel><title>Jefry Novoa Acero's Activities</title><link>https://communities.bentley.com/members/91f8402f_2d00_9fa0_2d00_499a_2d00_b1b1_2d00_1788b99c7403</link><description>Jefry Novoa Acero's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Programa para diseñar redes hidrosanitarias</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/236465/programa-para-disenar-redes-hidrosanitarias</link><pubDate>Mon, 03 Oct 2022 15:31:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c8cd3bda-026c-4572-8dfa-0c826343e795</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;p&gt;Buenos d&amp;iacute;as equipo Bentley&lt;br /&gt;&lt;br /&gt;Quisiera saber si cuentan con alg&amp;uacute;n programa para el dise&amp;ntilde;o de hidrosanitarias.&lt;br /&gt;&lt;br /&gt;Quedo atento a su respuesta, gracias&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Problem starting the SewerGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/229279/problem-starting-the-sewergems</link><pubDate>Tue, 03 May 2022 14:38:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:1709e0a0-24a4-420c-ae7d-53bb125178f8</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;pre class="tw-data-text tw-text-large tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;Good morning Bentley team

I have a problem when starting the SewerGEMS program and it is the one reflected below, and it has not really been possible to solve the problem presented.&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;I look forward to your response, thank you&lt;/span&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask with the Structure drop option</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/218319/ask-with-the-structure-drop-option</link><pubDate>Wed, 18 Aug 2021 19:54:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e91199cf-b4f9-4531-abff-ae5574057ee3</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;Good morning Bentley teacher

I am designing a sanitary sewer and I have doubts regarding the drop chamber.

In the options of Default Design Contrainst-Node = There is the option for the program to create these fall &lt;br /&gt;chambers when there is a difference between the starting pan elevation and the final pan elevation.

But I am not applying this design parameter that I am making, this is because I have too high slopes and I require these chambers.&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;attached model&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5925/Prueba-de-camaras.rar"&gt;communities.bentley.com/.../Prueba-de-camaras.rar&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/pastedimage1629316111292v1.png" alt=" " /&gt;&lt;br /&gt;&lt;br /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/pastedimage1629316441559v2.png" alt=" " /&gt;&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;&lt;/span&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question II</title><link>https://communities.bentley.com/achievements/cd3cd235-25c1-476e-bb88-33a5705ca45a</link><pubDate>Wed, 18 Aug 2021 03:27:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:45f6dd46-99d0-4acd-946a-0c4203d6d933</guid><dc:creator /><description>Ask 10 questions in a forum.</description></item><item><title>Problems when modeling an EPS engine aqueduct system</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/217274/problems-when-modeling-an-eps-engine-aqueduct-system</link><pubDate>Tue, 27 Jul 2021 21:02:20 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:30c99682-1aba-4712-92b7-5fbc87c95268</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;D&lt;span style="font-size:inherit;"&gt;ear Bentley Master

I am modeling an aqueduct system in 2 periods &amp;quot;EPS and Steady State&amp;quot;
In the first part, it is modeled with Steady State, solving the multiple errors presented in it.
In the second part it is modeled with EPS, I make the following configurations:&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;ul&gt;
&lt;li class="tw-data-text tw-text-large XcVN5d tw-ta" style="padding-left:30px;" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;EPS motor selection&lt;/span&gt;&lt;/li&gt;
&lt;li style="padding-left:30px;"&gt;&lt;span class="Y2IQFc" style="font-size:inherit;" lang="en"&gt;In Patterns, adjustment is made in the Hydraulic option&lt;br /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/6064.pastedimage1627416580815v1.png" alt=" " /&gt;&lt;/span&gt;&lt;/li&gt;
&lt;li style="padding-left:30px;"&gt;&lt;span class="Y2IQFc" style="font-size:inherit;" lang="en"&gt;&lt;br /&gt;&lt;/span&gt;&lt;span class="Y2IQFc" lang="en"&gt;I make the adjustment in the Demand Control Center for the different Junctions of the system&lt;br /&gt;&lt;/span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/1222.pastedimage1627416724656v2.png" alt=" " /&gt;&lt;/li&gt;
&lt;/ul&gt;
&lt;p&gt;&lt;/p&gt;
&lt;ul&gt;
&lt;li class="tw-data-text tw-text-large XcVN5d tw-ta" style="padding-left:30px;" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;I carry out the Control for the Set to use according to the pumps that I have in the system&lt;br /&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/3757.pastedimage1627416853012v3.png" alt=" " /&gt;&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;/li&gt;
&lt;li class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;In the alternatives, I modify in operational the creation of a child scenario with the selection of the created Set&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/6837.pastedimage1627417059580v4.png" alt=" " /&gt;&lt;/li&gt;
&lt;/ul&gt;
&lt;p style="padding-left:30px;"&gt;&lt;span style="font-family:inherit;"&gt;Note: Making it clear that the system has 2 pumps that supply a tank, leaving only pump 1 activated.&amp;nbsp;&lt;/span&gt;&lt;span class="Y2IQFc" lang="en"&gt;But the tank gets 2 more reservoirs.&lt;/span&gt;&lt;/p&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" style="padding-left:30px;" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" style="font-size:inherit;" lang="en"&gt;I generate multiple errors such as:&lt;/span&gt;&lt;/pre&gt;
&lt;p style="padding-left:30px;"&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/0027.pastedimage1627417568453v6.png" alt=" " /&gt;&lt;/p&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" style="padding-left:30px;" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;Network Unbalanced.

Disconnected demand nodes detected; hydraulic results are likely to be compromised&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" style="padding-left:30px;" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;&lt;br /&gt;Demands and is disconnected from a reservoir or tank during the analysis. &lt;br /&gt;This error occurs multiple times. System disconnected because of pipe ta1153, this error could not be solved and I believe that one time solving it, the others will be fixed&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" style="padding-left:30px;" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;My doubts are enough.

I would like with the help of a bentley teacher to solve the many problems that the model presents.

I already made different applications of solutions for Network Unbalanced but I can&amp;#39;t find the solution.

Can I model a tank as represented in the model, 2 pumps, 2 reservoirs?&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" style="padding-left:30px;" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;I have been able to review different forums, videos, supplied by the bentley team and I have not been able to find a solution. Attached model for your required solution.&lt;br /&gt;&lt;a href="https://wetransfer.com/downloads/fc1fd472d4bbe0558913bada6836842a20210727210127/15dd88"&gt;https://wetransfer.com/downloads/fc1fd472d4bbe0558913bada6836842a20210727210127/15dd88&lt;/a&gt;&lt;br /&gt;&lt;a href="https://we.tl/t-c2ewNcbPEn"&gt;https://we.tl/t-c2ewNcbPEn&lt;/a&gt;&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Modeling pumps in watergems</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/216807/modeling-pumps-in-watergems</link><pubDate>Fri, 16 Jul 2021 13:49:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b0b7ce4f-8af3-4143-8957-939f6d926cd1</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;Good day

I am modeling an aqueduct system and I have the following concern regarding a sector of deep wells with its pumping system:
For the pumps, I only have the power of the bike, which is 10hp and 15hp, and I have the consented flow that is 12 l / s and 16l / s&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;But I am clear about how to add that information to my types of pumps, model annex for your review.&lt;br /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5925/Modelo-con-longitud-equivalente.rar"&gt;communities.bentley.com/.../Modelo-con-longitud-equivalente.rar&lt;/a&gt;&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;&amp;nbsp;&lt;/span&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Metodo de determinación de caudales en WaterGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/216554/metodo-de-determinacion-de-caudales-en-watergems</link><pubDate>Mon, 12 Jul 2021 19:35:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a7237803-8147-4440-bba2-12b221ac8621</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;p&gt;Buen d&amp;iacute;a&lt;br /&gt;&lt;br /&gt;Les escribo desde Colombia, he podido generar soluciones gracias a las asesor&amp;iacute;as de los profesores Bentley meses anteriores, estoy actualmente trabajando un modelo de un sistema de acueducto y tengo una duda con respecto a como cargar los caudales al programa, me gustar&amp;iacute;a obtener una gu&amp;iacute;a de distintas formas de cargar caudal al sistema de acueducto.&lt;/p&gt;
&lt;p&gt;He logrado trabajar el m&amp;eacute;todo&amp;nbsp;de nodos y longitud equivalente, el cual lo aplique a base del siguiente video&amp;nbsp;&lt;a href="https://www.youtube.com/watch?v=t_5ZuzM482c"&gt;https://www.youtube.com/watch?v=t_5ZuzM482c&lt;/a&gt;, pero quisiera saber si este m&amp;eacute;todo es el mas apropiado para cargar el caudal al sistema, o la diferencia en cuanto a su aplicaci&amp;oacute;n a otros m&amp;eacute;todos.&lt;/p&gt;
&lt;p&gt;Quedo atento a sus comentarios, gracias&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Asignacion de demanda land use SewerGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/215206/asignacion-de-demanda-land-use-sewergems</link><pubDate>Fri, 11 Jun 2021 15:18:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bba5630b-4536-4af8-840b-3a9c8863c2dc</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;p&gt;Buen d&amp;iacute;a, he estado indagando en este d&amp;iacute;a por la red y pues no he podido encontrar un ejemplo para poder aplicar la herramienta LoadBuilder-By Land Use y me gustar&amp;iacute;a poder aplicar esta opci&amp;oacute;n debido que me la est&amp;aacute;n exigiendo en un trabajo actualmente.&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/pastedimage1623424624465v1.png" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Method to calculate tributary areas and flows in a sanitary sewer</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/213601/method-to-calculate-tributary-areas-and-flows-in-a-sanitary-sewer</link><pubDate>Fri, 07 May 2021 19:55:30 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:be3cbabe-07a5-4faf-99ed-320c7b73d8ce</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;Good Morning
I am modeling an existing sanitary sewer in sewergems and I have some doubts:
I am using Gvf-Convex, analyzing, the following happens and it is that I want to apply the tributary areas and successively calculate the flow with those areas.
I have worked in the following way: Having my topology adjusted I enter the subject of areas through the thiessen method, in the same way I enter with the LoadBuilder tool and select my 2 shapes that are Thiessen&amp;#39;s and the perimeter with the value of the average daily flow in its attribute table and in this way I made the calculation of flows for the different areas.
My question is, is this correct way to work the flow rates or is there a better way to calculate it?&lt;br /&gt;&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;hydraulic model attachment&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;&lt;br /&gt;&lt;br /&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5925/Modelo-Hidr_E100_ulico-Tipo-Alcantarillado-Sanitario.rar"&gt;communities.bentley.com/.../Modelo-Hidr_E100_ulico-Tipo-Alcantarillado-Sanitario.rar&lt;/a&gt;&lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>HELP IN THE CONFIGURATION OF RAINWATER SEWAGE</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/213682/help-in-the-configuration-of-rainwater-sewage</link><pubDate>Mon, 10 May 2021 21:27:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:370d44c3-a6da-41d5-bdc5-ece7e693eafa</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;Good afternoon
I recently made the delivery of a storm sewer model and observations arrived, and I would like to confirm the solution of these:
1. The Darcy-Weisbach equation is suggested for the calculation of friction losses in collectors.
2. Do the hydraulic analysis in both uniform flow and non-permanent flow.
3. It is suggested to contemplate the losses generated in the connection structures to wells.&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;&lt;br /&gt;Note: I look forward to your response, thank you in advance for so much collaboration&lt;/span&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>There should be only one non diversion type conduit out of a gravity junction.</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/212566/there-should-be-only-one-non-diversion-type-conduit-out-of-a-gravity-junction</link><pubDate>Wed, 14 Apr 2021 16:11:59 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:487dd699-c555-4d04-b6f5-39be45dbd007</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;p&gt;Good day&lt;/p&gt;
&lt;p&gt;I am writing from Colombia, I am modeling a sector of a sanitary sewer system and I get the Message 51022 &amp;quot;There should be only one non-diversion type conduit ourt of a gravity junction&amp;quot;. This was presented in multiple wells, I am working in GVF-Convex in this model, perform the Diversion link solution with the table, in some specific points but in the manhole P914 the message 51022 is still presented, I attach the corresponding model because of which days Previously I was modeling a storm sewer and it was very helpful with the experience of a teacher to find the solution at the exact point due to his greater experience in managing the program.&lt;/p&gt;
&lt;p&gt;I will be attentive to your responses. Thank you&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5925/JEFRY_5F00_NOVOA_2D00_COLOMBIA.rar"&gt;communities.bentley.com/.../JEFRY_5F00_NOVOA_2D00_COLOMBIA.rar&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Migrate information from SewerGEMS to ArcGIS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/212889/migrate-information-from-sewergems-to-arcgis</link><pubDate>Wed, 21 Apr 2021 13:42:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:39dca885-5462-4633-8025-80ae693ba8e4</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;Good day&lt;br /&gt;
I was modeling a storm sewer and a sanitary sewer in SewerGEMS V8 and it happens that the entity is asking me to model directly from ArcGIS, I have the following doubts:
The entity provided me with a file for WaterGEMS for ArcMAO 10.6, I was using version 10.5 and it was not compatible at the time of making the guide, so I installed &lt;br /&gt;the version suggested by the entity. Can I migrate all the information that I have ready in SewerGEMS to ArcGIS in a more practical way, because I cannot find information &lt;br /&gt;on the network as a guide for my case? I ask this because the guide that they provided explains how to start from zero to modeling and it is not useful in my case when &lt;br /&gt;I have the advanced information at 70%. &lt;br /&gt;&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;I will be attentive to your answer&lt;/span&gt;&lt;/pre&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;span class="Y2IQFc" lang="en"&gt;&amp;nbsp;&lt;/span&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>clarification of doubts</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/212786/clarification-of-doubts</link><pubDate>Mon, 19 Apr 2021 20:24:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e7a19cf8-f284-45db-99c4-9f615fb622be</guid><dc:creator>Jefry Novoa Acero</dc:creator><description>&lt;p&gt;&lt;span style="vertical-align:inherit;"&gt;&lt;span style="vertical-align:inherit;"&gt;Buenos d&amp;iacute;as&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="vertical-align:inherit;"&gt;&lt;span style="vertical-align:inherit;"&gt;Les escribo desde Colombia, y tengo la siguiente duda sobre un modelo de alcantarillado sanitario que estoy haciendo, el cual se est&amp;aacute; trabajando en Gvf-Convex, mi pregunta es la siguiente:&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="vertical-align:inherit;"&gt;&lt;span style="vertical-align:inherit;"&gt;Estoy evaluando la situaci&amp;oacute;n actual de una ciudad y en muchos puntos tengo c&amp;aacute;maras de ca&amp;iacute;da, y no encuentro mucha informaci&amp;oacute;n de c&amp;oacute;mo trabajarlo en el modelo, me gustar&amp;iacute;a una aclaraci&amp;oacute;n de un profesor de Bentley.&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="vertical-align:inherit;"&gt;&lt;span style="vertical-align:inherit;"&gt;Estar&amp;eacute; esperando tu ayuda, gracias&lt;/span&gt;&lt;/span&gt;&lt;/p&gt;
&lt;pre class="tw-data-text tw-text-large XcVN5d tw-ta" id="tw-target-text" dir="ltr"&gt;&lt;/pre&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Ask A Question I</title><link>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09</link><pubDate>Wed, 14 Apr 2021 01:03:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:f5b5e8c1-c339-482b-b2fe-a2ba9d12aab5</guid><dc:creator /><description>Ask a question in a forum.</description></item></channel></rss>