<?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>Chetan Topre's Activities</title><link>https://communities.bentley.com/members/b5a251b9_2d00_b959_2d00_49f4_2d00_9ba1_2d00_1f011fa956af</link><description>Chetan Topre's recent activity</description><dc:language>en-US</dc:language><generator>Telligent Community 12</generator><item><title>ISO-9001 Audit for WaterGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/223207/iso-9001-audit-for-watergems</link><pubDate>Thu, 09 Dec 2021 05:11:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:965562a4-75e9-48b9-bf92-8adc5bc1f42a</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hello,&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am using WaterGEMS 10.01.01.04&amp;nbsp;&lt;/p&gt;
&lt;p&gt;An auditor is asking my company for a proof to ensure if the software gives the correct results.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;It may be a vague question for us, but as per the requirement for ISO-9001, can Bentley give any declaration or certificate document which we can show to the auditor that WaterGEMS is well calibrated and gives the correct results against the manual calculations may be. .&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Would appreciate your guidance on it.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Regards&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>User Defined Attributes are not updating</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/222599/user-defined-attributes-are-not-updating</link><pubDate>Wed, 24 Nov 2021 09:28:05 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:b0f7037e-5528-4c46-b7d4-88fd3e663a85</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I am using WaterGEMS 10.01.01.04.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;There are some userdefined extensions that I am using in different projects.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Each time I open a different project, and give the different user defined extension, the attribute table still displays the old ones while viewing flex table.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;If I go inside the &amp;#39;EDIT&amp;quot; option, there the names are correct.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;May I know how to refresh this flextable inorder to get the correct display names of the attributes ?&amp;nbsp;&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>Demand Pattern Calculation and Allocation</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/218345/demand-pattern-calculation-and-allocation</link><pubDate>Thu, 19 Aug 2021 09:33:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8191a321-b54b-4447-8751-1760e096e630</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi. I am fairly new to modelling. Therefore, having many question related to the model building as well as understanding proper ways to carry out modelling.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Here is what I have and what I did.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;1. Customer meter with billing data, laterals, taps.&amp;nbsp; - All the data is imported into the model and the model is built.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;2. Two inlets having a known flow values in&amp;nbsp; 5 meter interval, along with the pressure - These inlets are modelled as Reservoirs. The Pressure values are used to calculate the HGL and then Reservoir HGL Pattern is created and assigned to each of the inlet reservoirs respectively.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;3. Pressure Loggers inside the DMAs.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;For creating the demand pattern, I used the inlet flow data and created a multiplier for each of the inlet. Have created the hydraulic pattern of the same in WaterGEMS&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I assigned one of this multipliers to all the customer demand nodes.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Also note that, I have calculated the Losses&amp;nbsp; by [Water supplied - (Water Billed per month/30 days) ].&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;Then I calculated the losses per customer meter and added that value to all the meters.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;strong&gt;Question:&amp;nbsp;&lt;/strong&gt;&lt;/p&gt;
&lt;p&gt;1. Is the&amp;nbsp;method of calculation of the demand pattern correct? If not, please suggest a correct way to arrive on it.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;2. In case of multiple inlets, how do I know which inlet is supplying to which part of the network, and thereby how do I know which hydraulic pattern to be assigned to which customer?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&amp;nbsp;Thanks for bearing me.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/HydarulicPattern_5F00_inlet1.JPG" alt=" " /&gt;&amp;nbsp; &amp;nbsp;&amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/HydarulicPattern_5F00_inlet2.JPG" alt=" " /&gt;&amp;nbsp;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/Reservoir_5F00_Pattern_5F00_inlet1.JPG" alt=" " /&gt;&amp;nbsp;&amp;nbsp;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/Reservoir_5F00_Pattern_5F00_inlet2.JPG" alt=" " /&gt;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;&lt;img src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5925/Hydralic_5F00_Pattern_5F00_Allocation_5F00_To_5F00_Meters.JPG" alt=" " /&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>FCV for Modelling Existing System</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/218335/fcv-for-modelling-existing-system</link><pubDate>Thu, 19 Aug 2021 06:16:28 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:c17809d5-1a59-4cbe-a69e-b60819cb0e81</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have a basic question w.r.t to modelling.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am having a DMA with 2 inlets.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;How do I model the flows through these inlets?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am trying using FCV at D/s of Both the reservoirs and giving them the known volume/day value.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Is this a correct practice?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;If I try to model without FCVs, then only single inlet will supply the entire flow, which isn&amp;#39;t correct.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Please suggest the correct method to model multiple inlets for a DMA.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Thanks.&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>What data Flow should be chosen for Calibration</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/216785/what-data-flow-should-be-chosen-for-calibration</link><pubDate>Fri, 16 Jul 2021 07:15:11 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:06d56349-764c-418e-b764-50df1788f18b</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have built the model in waterGEMS.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am having flow and pressure data at the inlets of the DMA and pressure data at the pressure loggers points within DMA.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I have a question regarding utilizing the flow data:&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I have flow data with 5 minutes interval for all days. Its for various months.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;How should I use this flow data?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Do I have to use the flow data for a single day? i.e. for 24 hrs simulation, and if yes, which day should I select, as the data varies.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Shall I select the day having highest flow, or the day having average flow ?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Please guide on this.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&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>&amp;quot;Lateral has a customer meter as its stop node&amp;quot; User notification</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/212246/lateral-has-a-customer-meter-as-its-stop-node-user-notification</link><pubDate>Thu, 08 Apr 2021 09:07:15 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:3a29223b-4c54-4b71-8322-5e115183b2b5</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;I am using Bentley Connect Edition 10.01.01.04.&lt;/p&gt;
&lt;p&gt;I used modelbuilder for importing the taps, laterals and customer meters.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Using tools, the taps were assigned to the links.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;For laterals, I am getting user notification as &amp;quot;Lateral has a customer meter as its stop node&amp;quot; (41938 message code) when I go for validation.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;In queries there is a option to identify these lateral. But,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Is there any way to reverse all these laterals at once and set it correct?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&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>Ask A Question II</title><link>https://communities.bentley.com/achievements/cd3cd235-25c1-476e-bb88-33a5705ca45a</link><pubDate>Thu, 08 Apr 2021 09:07:16 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:ea5ac42f-354e-4a3d-bc9f-055c1c91b85d</guid><dc:creator /><description>Ask 10 questions in a forum.</description></item><item><title>Copying Zone Unique ID &amp;amp; Name in Excel</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/206424/copying-zone-unique-id-name-in-excel</link><pubDate>Tue, 24 Nov 2020 11:17:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6e06c4b3-6201-4f14-95a6-e740f0cf2e56</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;&lt;span&gt;Hi. I am using Bentley WaterGEMS Connect Edition 10.01.01.04.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;My model contains 30 zones.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;Now, When I want to use query builder in Junctions flex tables, each time I have to click on the zone ID which is needed for incorporating in query builder.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;My question is: Is there any way through which we can directly copy the zone Id and Zone name into excel sheet just like we do for elements given in flextable?&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;This way I would be able to write the query in excel and paste it easily in query builder, saving the time for clicking each zone one at a time.&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;span&gt;Cheers!&amp;nbsp;&lt;/span&gt;&lt;/p&gt;
&lt;p&gt;&lt;span&gt;&lt;/span&gt;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to use Query Builder for filtering multiple zones</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/205751/how-to-use-query-builder-for-filtering-multiple-zones</link><pubDate>Tue, 10 Nov 2020 12:00:44 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:83f3fef0-30b9-497e-ba27-71a80995d19c</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi. I am using Bentley WaterGEMS Connect Edition 10.01.01.04&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;I am having a model containing 30 zones.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I want to select the junctions of 10 zones from this.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;How shall I use the &amp;quot;Query Builder&amp;quot; in the junctions flextable so that these junctions for only 10 zones will be shown.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;While I have used the following query, it becomes quite lengthy for performing the task.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;em&gt;HMIActiveTopologyIsActive = True AND Physical_Zone = 21487 OR&amp;nbsp; Physical_Zone = 22736 OR Physical_Zone = 74296&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;&lt;em&gt;&lt;/em&gt;&lt;/p&gt;
&lt;p&gt;Is there any other way so that the query could be shortened and same result is achieved?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&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 formulate controls based on volumes?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/191729/how-to-formulate-controls-based-on-volumes</link><pubDate>Wed, 29 Jan 2020 10:01:58 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:42fca52a-c213-4a80-ae95-4a800cdced1c</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi,&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have a water distribution network containing various demand nodes and FCVs u/s of the demand nodes.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I want to formulate the control condition such that the FCV should close if the total volume of water reaches some set value.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Is there any way to do this?&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to set up a demand pattern when flow of once in &amp;quot;x&amp;quot; days is required?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/191421/how-to-set-up-a-demand-pattern-when-flow-of-once-in-x-days-is-required</link><pubDate>Tue, 21 Jan 2020 11:28:48 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:4d82e9eb-c25d-4f1d-a65f-b740371894c6</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;Hi,&lt;/p&gt;
&lt;p&gt;The water is need to be supplied to the&amp;nbsp;consumers every once in &amp;quot;x&amp;quot; days. Say, here it is considered as once in 5 days.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;If one has to run the simulation for one week (168 hours), how shall the patterns be setup for the above problem statement?&amp;nbsp;&amp;nbsp;&lt;/p&gt;
&lt;p&gt;I have tried using &amp;quot;Daily Factors&amp;quot; option in hydraulic pattern by putting multiplier as 1 for&amp;nbsp;Thursday and 0 for all other days. The hourly demand pattern has been set as 1 for 24 hours with time step of 1 hour. But this will enable supply only on Thursday, which becomes once in 7 days!!&amp;nbsp; &amp;nbsp;&lt;/p&gt;
&lt;p&gt;One thing that&amp;nbsp;was observed after computing the model was that the flow was getting supplied from&amp;nbsp;Friday onwards, that is at the end of Thursday.&amp;nbsp;This does not seem to be correct.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Kindly help with this problem of modelling the intermittent supply.&amp;nbsp;&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>What is the difference between assigning the demand directly at Tank vs assigning demand at downstream node in EPS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/183727/what-is-the-difference-between-assigning-the-demand-directly-at-tank-vs-assigning-demand-at-downstream-node-in-eps</link><pubDate>Thu, 08 Aug 2019 07:12:00 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:fc87f101-05fd-408c-9cad-1b5ad41caa31</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;In the water distribution model of feeder main, where I have given separate inlet at the tank, what difference it makes if I assign the demand at tank or if I assign the demand at the D/S node instead of tank?&lt;/p&gt;
&lt;p&gt;Which option shall be used in which case?&amp;nbsp;&lt;/p&gt;
&lt;p&gt;What is the significance of having the demand allocation option at the tanks?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Sizing Scour Valves</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/174380/sizing-scour-valves</link><pubDate>Tue, 29 Jan 2019 11:42:36 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:25eb86cb-5350-4ca3-ada7-46093f42c9e1</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;What factors govern the size of the Scour Valve?&lt;/p&gt;
&lt;p&gt;How to determine the size of the Scour Valve for Water Distribution Network?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>Pump Not Delivering the Designed Flow in WaterGEMS</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/182753/pump-not-delivering-the-designed-flow-in-watergems</link><pubDate>Fri, 19 Jul 2019 05:14:40 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:8bfad886-9c00-48ed-a655-c578ecee7e36</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;I am having a pump at the downstream of the reservoir and it is supplying to the two tanks.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;The problem is, I have set 1 point pump definitions with the design flow of 7.75 ML and the pump is delivering just 7.63 ML. I am unable to find out why there is a difference of .12 ML in this case.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;&lt;/p&gt;
&lt;p&gt;Also, does initial level of tanks play any role in this?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item><item><title>How to Solve &amp;quot;Tank is Empty&amp;quot; Problem?</title><link>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/180705/how-to-solve-tank-is-empty-problem</link><pubDate>Fri, 07 Jun 2019 06:18:57 GMT</pubDate><guid isPermaLink="false">6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:6e955c64-0109-4379-9d3c-a1ed33cbc84d</guid><dc:creator>Chetan Topre</dc:creator><description>&lt;p&gt;I am having one tank which is getting water from reservoir.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;While running EPS for 24 hrs., I am getting an error of the &amp;quot;Tank is Empty&amp;quot; at around 21:00 hrs.&lt;/p&gt;
&lt;p&gt;I have placed FCV at the inlet of the tank, with the initial setting of flow equals to the total demand at the D/s node of the tank.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;Also, the initial level in the tank gives that the tank is 30 % full at the start of the simulation.&amp;nbsp;&lt;/p&gt;
&lt;p&gt;The Velocity in the inlet pipe is around .98 m/s, HLG is below 5 m/km, and the Required HGL is available at the tank throughout 24 hrs.&lt;/p&gt;
&lt;p&gt;What shall I do if the tank is showing empty ?&lt;/p&gt;&lt;div style="clear:both;"&gt;&lt;/div&gt;</description></item></channel></rss>