<?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>Tanay Kulkarni's Activities</title><link>https://communities.bentley.com/members/aeca6775_2d00_96fb_2d00_4330_2d00_b2b2_2d00_dafd8e40c733</link><description>Tanay Kulkarni's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>Discussion Starter I</title><link>https://communities.bentley.com/achievements/21025ab1-febb-4fb4-a872-d32a921cb45c</link><pubDate>Thu, 11 Oct 2018 06:52:04 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:d85bd541-4933-4d48-87ec-23cb5e99fc5b</guid><dc:creator /><description>Start a discussion in a forum that receives 5 replies.</description></item><item><title>Installation year</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/154477/installation-year</link><pubDate>Thu, 17 May 2018 15:12:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:292e6520-9eae-4a2c-84d5-e2918ef85c55</guid><dc:creator>Vishal Cn</dc:creator><description>&lt;p&gt;&lt;span&gt;Post split from this topic:&amp;nbsp;&lt;a href="https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/151475/hi-i-m-vishal-how-does-the-tank-supply-the-demand-when-it-is-more-than-the-capacity-of-the-tank"&gt;communities.bentley.com/.../hi-i-m-vishal-how-does-the-tank-supply-the-demand-when-it-is-more-than-the-capacity-of-the-tank&lt;/a&gt;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Can u please explain how installation year affect the network performance? Or does the software doesn&amp;#39;t take it into consideration?&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Hydraulic gradient and pressure</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/155206/hydraulic-gradient-and-pressure</link><pubDate>Sat, 26 May 2018 16:47:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8bf70745-9b26-4d4b-a73e-f1e44cf04e2c</guid><dc:creator>Alexander Benites </dc:creator><description>&lt;p&gt;&lt;span style="font-size:150%;"&gt;Dear,&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;After performing a hydraulic calculation&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;in WaterCAD when checking the results&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;I have some doubts, by subtracting the&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;elevation of the hydraulic gradient of&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;a node the value obtained differs in&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;decimals to the value of the pressure. Why does this happen?&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;I would also like to know what is the&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span style="font-size:150%;"&gt;difference between &amp;quot;pressure&amp;quot; and &amp;quot;pressure head&amp;quot;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Hi I&amp;#39;m vishal
How does the tank supply the demand when it is more than the capacity of the tank?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/151475/hi-i-m-vishal-how-does-the-tank-supply-the-demand-when-it-is-more-than-the-capacity-of-the-tank</link><pubDate>Sat, 07 Apr 2018 10:59:18 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:bdbb6b78-15c9-4911-9dfc-9e52ed946474</guid><dc:creator>Vishal Cn</dc:creator><description>&lt;h1&gt;I&amp;#39;m running steady state and demands are more than tanks capacity, I mean how the Demand is met if capacity of tank is less than demands?&lt;/h1&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Total number of bends in WaterGEMS / WaterCAD</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/147135/total-number-of-bends-in-watergems-watercad</link><pubDate>Mon, 19 Feb 2018 06:28:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9d329134-a7d6-4927-a4fc-858af459c3af</guid><dc:creator>Videet Deshmukh</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Is there any way in WaterGEMS / WaterCAD through which we can find the total number of bends in our hydraulic model?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thank You.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Let me Help You</title><link>https://communities.bentley.com/achievements/687f4b6d-e18a-4e55-836c-49926ca2c9d9</link><pubDate>Fri, 21 Jul 2017 01:13:25 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:831399ec-2209-49e7-a8b8-7816a6e300e7</guid><dc:creator /><description>Answer a question that is verified as helpful or correct.</description></item><item><title>Default Design Constraints for Number of Barrels</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/138721/default-design-constraints-for-number-of-barrels</link><pubDate>Thu, 20 Jul 2017 05:29:13 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:0e890b72-f345-4a3d-b025-97cb22efb253</guid><dc:creator>Videet Deshmukh</dc:creator><description>&lt;p&gt;What does the &amp;quot;Number of Barrels&amp;quot; in &amp;quot;Default Design Constraints&amp;quot; signifies?&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;What technical changes in the design one will observe while dealing with this particular constraint?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Should any DMA in water supply be sorrounded by boundary pipelines?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/138676/should-any-dma-in-water-supply-be-sorrounded-by-boundary-pipelines</link><pubDate>Wed, 19 Jul 2017 11:11:47 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:a4649461-eac4-433a-bdfc-6a4391c47395</guid><dc:creator>waqas ali</dc:creator><description>&lt;p&gt;Hellow , i want to ask that should any DMA in water supply be sorrounded by boundary pipelines?? or its upto us to sorround it or not ?Hello&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Water Distribution Network Design</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/138153/water-distribution-network-design</link><pubDate>Wed, 05 Jul 2017 10:28:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:570b7a1c-c8f0-4507-884e-ed3d05010cb6</guid><dc:creator>Trupti B</dc:creator><description>&lt;p&gt;Dear Sir,&lt;/p&gt;
&lt;p&gt;I am doing some projects related to water distribution network design. Client wants to know various design options considering different supply hours (like 8 hrs/10 hrs/12 hrs of water supply in distribution network). &lt;/p&gt;
&lt;p&gt;ESR is existing and its height, capacity fixed. Also, demand for distribution network is fixed.&lt;/p&gt;
&lt;p&gt;Please guide how to do&amp;nbsp;design&amp;nbsp;in Watergems&amp;nbsp;V8i for&amp;nbsp;different supply hours in water distribution network.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Thanks in advance.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Displaying Drop of a manhole</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/137860/displaying-drop-of-a-manhole</link><pubDate>Tue, 27 Jun 2017 11:34:07 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:866b8a90-6e17-48c5-b297-225352135e40</guid><dc:creator>JATIN TALWAR, Water Engineer</dc:creator><description>&lt;p&gt;Hello Everyone,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have a query regarding displaying the drop depth in a manhole. I have gone through other technical articles available on community like&amp;nbsp;&lt;a href="https://communities.bentley.com/products/hydraulics___hydrology/w/hydraulics_and_hydrology__wiki/20225.reporting-drop-depth-of-a-manhole-or-catchbasin"&gt;communities.bentley.com/.../20225.reporting-drop-depth-of-a-manhole-or-catchbasin&lt;/a&gt;.&lt;/p&gt;
&lt;p&gt;My concern is that the available fields in the manhole only help us in working out the drop from the invert of incoming pipe to the invert of outgoing pipe, However, I would like to work out the drop from invert of incoming pipe to the overt of outgoing pipe. The figure of drop from&amp;nbsp;invert of incoming pipe to the invert of outgoing pipe is not of much use. Is it possible to include the information (diameters) of all incoming pipes and outgoing pipes in the manhole properties? That would be of great help in working out the actual drop depths.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Also, i would like to avoid drop at certain locations by increasing the slope of pipes. &amp;nbsp;Can we add information of downstream conduit (within conduit attributes) so that we can select all conduits where there is difference in the invert (stop) of upstream conduit and invert (start) of downstream conduit.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Hope I was able to explain clearly.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Regards&lt;/p&gt;
&lt;p&gt;Jatin Talwar&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Using Load Builder – Proportional Distribution by population</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/137779/using-load-builder-proportional-distribution-by-population</link><pubDate>Sat, 24 Jun 2017 10:32:21 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:61e15ea7-4bbf-41ff-8fed-7bdebd538aa8</guid><dc:creator>Yogesh Kondalkar</dc:creator><description>&lt;p&gt;Dear Sir,&lt;/p&gt;
&lt;p&gt;I have got a SewerGEMS network of a Sewerage Scheme for a Town. The Town is divided into 38 Wards having different Population Densities in (Population/Hectare). There is a AutoCAD drawing showing the Ward Boundaries with the Number for each Ward. I also have a separate Excel Sheet having the 2 Columns specifying Ward Numbers and Population Density for each Ward (Population/Hectare). I have generated the Thiessen Polygons for the 4380 Manholes in the Network specifying a Buffering Percentage only (i.e. No Separate Ward Boundary Used) . Now I want to distribute/assign the population to each manhole base on the thiessen polygon generated. &amp;nbsp;I also have shapfile having attributes of Ward No., Population density.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Please suggest me which method of load builder is suitable for distribution of population based on thiessen polygon? &amp;nbsp;and How I proceed further with suggested method?&lt;/p&gt;
&lt;p&gt;With Regards,&lt;/p&gt;
&lt;p&gt;Yogesh Kondalkar&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Lock pipes in waterGEMS.</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/125761/lock-pipes-in-watergems</link><pubDate>Tue, 06 Sep 2016 15:38:09 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:47742f0a-e79b-42c0-8b19-74ccce312d39</guid><dc:creator>Nawnit Kumar</dc:creator><description>&lt;p&gt;Hi All,&lt;/p&gt;
&lt;p&gt;I want to design a water distribution network which is having some existing old pipes, while designing i generally use global edit function, due to which the attributes of existing pipes are changing.&lt;/p&gt;
&lt;p&gt;I want know that is their any option in WaterGEMS by which i can lock all attributes of &amp;nbsp;existing pipes. (other than making pipe active and inactive.&lt;/p&gt;
&lt;p&gt;Thanks.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to include a closed water reservoir (For eg. clear water sump from treatment plant, Ground level service reservoir, Mass balancing reservoirs - partially below GL) in the model. Can it be a reservoir element or only tank element in the model?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/123669/how-to-include-a-closed-water-reservoir-for-eg-clear-water-sump-from-treatment-plant-ground-level-service-reservoir-mass-balancing-reservoirs---partially-below-gl-in-the-model-can-it-be-a-reservoir-element-or-only-tank-elemen</link><pubDate>Tue, 12 Jul 2016 11:08:32 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:cda3aa48-5e91-4a98-ab41-e0f15565a8bc</guid><dc:creator>Tamil Amudhu</dc:creator><description>&lt;p&gt;We have &amp;nbsp;to revalidate the design of the network system consisting of Transmission main(s), feeder main(s) and distribution network system of a city using Watergems. The system consists of&amp;nbsp;Transmission main(s), feeder main(s) with Intake sump, WTP clear water sumps, Booster station, mass balancing reservoirs,&amp;nbsp;Ground level service reservoirs &amp;nbsp;and over head tanks supplied by both gravity and pumping. Whether these closed&amp;nbsp;Intake sump, WTP clear water sumps, Booster station, mass balancing reservoirs and&amp;nbsp;Ground level service reservoirs be a reservoir element in the model or only tank element?. I feel that unless the supply is from a dam these elements should be designed with a tank element only.&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Design Evaluation of Hydraulic Models using WaterGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/123597/design-evaluation-of-hydraulic-models-using-watergems</link><pubDate>Sat, 09 Jul 2016 13:27:50 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:35760be8-dd50-411e-989a-b8c422dd1547</guid><dc:creator>Tanay Kulkarni</dc:creator><description>&lt;p&gt;Hi&lt;/p&gt;
&lt;p&gt;&lt;br /&gt;In this video I have shown how WaterGEMS can help Owner Operators to evaluate the hydraulic models submitted by the consultants.&lt;/p&gt;
&lt;p&gt;&lt;a href="https://www.youtube.com/watch?v=v1LulyJLiX8"&gt;www.youtube.com/watch&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;Happy Modeling,&lt;/p&gt;
&lt;p&gt;Tanay&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Bentley&amp;#39;s Geo-spatial Environmental Modeling Software (GEMS)</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/123164/bentley-s-geo-spatial-environmental-modeling-software-gems</link><pubDate>Tue, 28 Jun 2016 02:32:39 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:db26cc1a-c58b-4c1f-814f-cd31cadbf9eb</guid><dc:creator>Tanay Kulkarni</dc:creator><description>&lt;p&gt;Ever wondered what GEMS in Bentley WaterGEMS, SewerGEMS mean? GEMS stands for Geo-spatial Environmental Modeling Software.&lt;/p&gt;
&lt;p&gt;This video shows how you can best use these software when working with a GIS team. It also helps in understanding how Bentley Hydraulics and Hydrology products can be useful for hydraulic Design and Analysis of Water Supply Schemes/Wastewater Collection Systems with the existing GIS data of the assets and a proper management of GIS data. &lt;/p&gt;
&lt;p&gt;This video shall be also helpful for those seeking for a probable modification in their workflow for Design and Analysis of the water infra.&lt;/p&gt;
&lt;p&gt;Enjoy watching this video and Happy Modeling!&lt;/p&gt;
&lt;p&gt;&lt;a href="https://www.youtube.com/watch?v=DEmbm6WPqUw"&gt;www.youtube.com/watch&lt;/a&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>