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<?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>Mohamad Azzam's Activities</title><link>https://communities.bentley.com/members/1da4ec4c_2d00_2cbb_2d00_4098_2d00_9f90_2d00_c8db784396eb</link><description>Mohamad Azzam's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Making Connections</title><link>https://communities.bentley.com/achievements/a0a973a4-3516-49d8-bea2-7e6377bc9cc1</link><pubDate>Tue, 03 Sep 2019 03:58:41 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0b3e7a7a-2817-4780-87d0-363aa5cf832c</guid><dc:creator /><description>Make 5 friends within the community.</description></item><item><title>Discussion Starter I</title><link>https://communities.bentley.com/achievements/21025ab1-febb-4fb4-a872-d32a921cb45c</link><pubDate>Tue, 12 Feb 2019 06:37:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:2957e8f7-014c-4b78-ba56-accd5ef3d460</guid><dc:creator /><description>Start a discussion in a forum that receives 5 replies.</description></item><item><title>SewerGEMS clash detection</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/135589/sewergems-clash-detection</link><pubDate>Wed, 26 Apr 2017 20:18:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e12508c8-6273-49ce-8b55-2162e4863034</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;Ref: &lt;a href="/products/hydraulics___hydrology/f/5925/t/135174"&gt;https://communities.bentley.com/products/hydraulics___hydrology/f/5925/t/135174&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Is there any tips and example? as I understood from many engineers and modelers that they do not have a good reference and steps how to use this function.&lt;br /&gt; &lt;br /&gt; I guess in sewergems and because the program has all platforms this function should be included there as well not only in Geopack, MX Road and inRoads, at least just to cross check between seweage and storm system. In Microdrainage you can also bring other utilities; so we hope bentley can cover this soon.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Users Guide for SUDA?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/135174/users-guide-for-suda</link><pubDate>Wed, 19 Apr 2017 13:56:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9c00bbba-7f33-4628-a158-d6dfd65219f1</guid><dc:creator>Wesley Nyberg</dc:creator><description>&lt;p&gt;Where can I find a user&amp;#39;s guide or manual for the design calculations for&amp;nbsp;SUDA?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Secured upload</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/134205/secured-upload</link><pubDate>Thu, 06 Apr 2017 07:25:24 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a2b81eb7-92d9-4186-99e6-58df1c2997d2</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;I do respect the privacy, but I think if some special and secured model should be thru the subscription for who do the renewal, otherwise I recommend the sharing is to be public in this forum because we all hear for the benefits, we follow many cases and suddenly we could not follow deeply because the model shared by secured link. just an opinion and that why subscription is there and the forum as well.&lt;/p&gt;
&lt;p&gt;Thanks.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Convert Inlets  to manholes</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/131809/convert-inlets-to-manholes</link><pubDate>Wed, 15 Feb 2017 15:52:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5d37006e-6c29-4be2-b2be-93489faead6a</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;1- Is there any tool to change all inlets to manholes in StormCAD/SewerGEMS ?&lt;/p&gt;
&lt;p&gt;2- In the Catchment Delineation; is it possible to use Manholes instead of an inlets?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Regards .......... Mohamad&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Clash Detection with Existing</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/123029/clash-detection-with-existing</link><pubDate>Thu, 23 Jun 2016 04:25:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d9c5672b-2f28-4122-9560-fc09a3eea1ba</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;I have Storm Water designed by StormCAD and we need to perform clash detection with existing sewerage network (main lines and house connections), the sewerage network is only cad file, how we can do that by Navigator or SUDA ? I did search but I found that the two network should be created by SewerCAD and StormCAD; the case here is deferent..!! Also the articles shared is general without more detailing and Examples??!!&lt;/p&gt;
&lt;p&gt;This is treated well in MicroDrainage Program and hope to be here as well.&lt;/p&gt;
&lt;p&gt;Thank you,&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Huge pressure drop at the downstream of TCV</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/117744/huge-pressure-drop-at-the-downstream-of-tcv</link><pubDate>Tue, 05 Apr 2016 09:44:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6a86c08a-2727-4909-b29e-b95ab51ff4ed</guid><dc:creator>Sujoy De</dc:creator><description>&lt;p&gt;Dear Sir,&lt;/p&gt;
&lt;p&gt;The pump has design head of 38.3 m &amp;amp; discharge of 2570 cu.m/h. The pump startup condition is modeled in this file. The transient result viewer shows a pressure drop of 10 m at the downstream of TCV. Please ascertain the reason behind such high head loss near the TCV in this model.&lt;/p&gt;
&lt;p&gt;Also severe negative pressure is observed along the pipeline. Please recommend the solution without using surge vessel &amp;amp; without increasing the inertia of the pump &amp;amp; motor.&lt;/p&gt;
&lt;p&gt;One thing that requires attention is the flow through the pipe. The flow is shown as 2690 cu.m/h although the pump is delivering 2570 cu.m/h. Why such disparity is occurring in the model?&lt;/p&gt;
&lt;p&gt;The model is attached at the end of this message for reference.&lt;/p&gt;
&lt;p&gt;Regards,&lt;/p&gt;
&lt;p&gt;Sujoy De&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5925/7762.model.rar"&gt;communities.bentley.com/.../7762.model.rar&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Why SewerCad Model Not Apply all Design Constraints</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/116698/why-sewercad-model-not-apply-all-design-constraints</link><pubDate>Fri, 04 Mar 2016 17:53:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3b651d00-129b-45e4-9bba-42eb6d7f2b69</guid><dc:creator>Sayed Elhagar </dc:creator><description>&lt;p&gt;Dear All;&lt;/p&gt;
&lt;p&gt;Greetings&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;i am modelling sewer network and i found that CO-12 &amp;amp; CO-13 does not meet the minimum required velocity?&lt;/p&gt;
&lt;p&gt;The model should increase the slope of theses pipes to be 4 m/km and then the minimum velocity will be achieved and the other constraints ( Cover ...etc) will not be violated also?&lt;/p&gt;
&lt;p&gt;I think Bentley should consider if the all constraints can be achieved why not????&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I have attached the model&lt;/p&gt;
&lt;p&gt;Regards&lt;/p&gt;
&lt;p&gt;Sayed Elhagar&lt;/p&gt;
&lt;p&gt;&lt;a href="https://communities.bentley.com/cfs-file/__key/communityserver-discussions-components-files/5925/New-folder-_2800_3_2900_.rar"&gt;communities.bentley.com/.../New-folder-_2800_3_2900_.rar&lt;/a&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Change Manholes Name</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/116054/change-manholes-name</link><pubDate>Tue, 16 Feb 2016 06:20:31 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:722cd73c-b222-48aa-986a-1ae0aaa001d1</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;I have a big sewerage model and need to change the manholes name, &amp;nbsp;let us say the model has MH1,MH2,..........MH300 and need to change those names as per the names I have in the excel sheet; the excel sheet has correct names with X and Y only (which exact manhole X,Y for MH1, MH2, ....etc).&lt;/p&gt;
&lt;p&gt;how can be done globally??&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Regards......Mohamad&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Changing Diameter in Auto-Design</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/116258/changing-diameter-in-auto-design</link><pubDate>Mon, 22 Feb 2016 05:38:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0f68f144-e5b9-4dae-a529-0afcd3d434e2</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;I have noticed that in SewerCad (Auto-design) the program change the diameter to larger pipes despite the pipe does not reach to full? i.e. we give minimum and maximum slope in the design constrains; and I expect the program to use higher slop (within the given ranges); doing that will maintain the diameter, in other word I do not expect the program to do the engineering in one click but at least this is major issue because when I increased the slope manually little bit I could keep the same diameter, so why the program does not increase the slope till the d/Dfull=80% and after that should change to the bigger size at minimum slope and start the new&amp;nbsp;iteration..!!!!&lt;/p&gt;
&lt;p&gt;Regards......Mohamad&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Pipe Geometry</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/82992/pipe-geometry</link><pubDate>Tue, 12 May 2015 06:25:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:602ae25e-de8d-49c6-a92c-264e20ebcb72</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;I&lt;span style="font-size:medium;"&gt; am looking for pipe geometry in sewercad, I found it in the attribute panel only, previously I used to find it in Flex table under&amp;nbsp;Upstream X (m) and&amp;nbsp;Upstream Y (m); as well for downstream pipe and that was great to copy all to excel, is that feature no longer available and have to go one by one??? or is there other way to get such data?&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:medium;"&gt;Thanks&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Clash detection</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/114614/clash-detection</link><pubDate>Tue, 29 Dec 2015 04:51:23 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a9b4287e-8114-4257-aad5-0a5a082f1d95</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;I know this is not first time this question is being asked - how we can perform clash detection and solve it? the instruction is really not clear yet. !!&lt;/p&gt;
&lt;p&gt;also was something called SUDA; is it now in the market? why Bentley does not issue the clash detection tool separately? or why is not included in SEWERGEMS as in MicroDrainage program?&lt;/p&gt;
&lt;p&gt;the bottom line we are using bentley H&amp;amp;H and we do not have any clear guide/tutorial how to use Bentley tools in this issue.!!&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Vacuum Sewer</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/114949/vacuum-sewer</link><pubDate>Tue, 12 Jan 2016 05:24:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:baf687ab-51e4-425a-9fbf-51fbbc07caef</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;How to Model a Vacuum Sewer in Bentley H&amp;amp;H ? is there a way to that ? if yes; how?&lt;/p&gt;
&lt;p&gt;Thank you.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Auto snap in SewerGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/114728/auto-snap-in-sewergems</link><pubDate>Tue, 05 Jan 2016 08:15:03 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:e2e48244-6c2b-4d55-9ea3-84784e50c0bc</guid><dc:creator>Mohamad Azzam</dc:creator><description>&lt;p&gt;The auto snap in SewerGEMS SS5 with Autocad, even I checked the boxes in the Autocad (2016)snap but when start drawing the layout I should every time to do (Shift+right click) and chose (for example mid point, center, .... etc.), does any body checked that, I have a thought there is a bug needs fixed, even I tried that with autocad 2015 and got the same failure.&lt;/p&gt;
&lt;p&gt;Regards.........Mohamad Azzam&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>