https://communities.bentley.com/members/8914d37b_2d00_4b96_2d00_4a43_2d00_bcc6_2d00_308032b204e1Jyoti Maan's recent activityen-USTelligent Community 12https://communities.bentley.com/products/road___site_design/f/geopak-inroads-mx-openroads-forum/238586/looped-network-for-gravityTue, 22 Nov 2022 15:31:19 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:5b9c2e06-518e-4d2d-8606-68e6b43b77dbJyoti Maan<p>I am working open roads drainage and utilities for a road project. The circles are manholes and the squares are catch basins.</p> <p>The system on the road makes the system looped and if the model is run it shows an error. Is there a way to solve it as a gravity network where a loop is created</p> <p></p> <p><img alt=" " src="/resized-image/__size/320x240/__key/communityserver-discussions-components-files/5922/project.jpg" /></p><div style="clear:both;"></div>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/210064/hammer-transient-analysis-tcv-and-fcvMon, 22 Feb 2021 14:51:08 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:71fe7a05-0ad9-416d-98f9-d0a5f49163cdJyoti Maan<p>I need to model a valve closure scenario in Hammer 10.03.02.75 version. What is the better way for modelling&nbsp; a valve closure. Do i use a FCV or TCV? I need to limit the&nbsp;the flow at each consumer to the estimated water demand as per the steady state analysis. If I use a FCV to limit the flow, do i need to set &quot;<span>Modulate Valve during Transient&quot; as true. Can I&nbsp;use a TCV as well for this.&nbsp;</span></p><div style="clear:both;"></div>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/209181/watergems-modelling-demands-using-flow-control-valvesMon, 01 Feb 2021 12:42:04 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:9e91dd32-f344-4e17-8d8c-518b9721bf99Jyoti Maan<p>Does the demands set as a preset flow in the control valve connected to a reservoir will have identical effect for pressure drop calculations same as junction demands.</p> <p></p> <p>How does the preset flow work ? Is it better to provide demands at each node</p> <p></p><div style="clear:both;"></div>https://communities.bentley.com/products/hydraulics___hydrology/f/haestad-hydraulics-and-hydrology-forum/178852/implicit-sewergems-dynamic-wave-design-for-storm-pipesMon, 29 Apr 2019 13:12:53 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:dfe37833-d862-4ed7-af27-86c6b5076456Jyoti Maan<p>We are designing a system with storm water pipes, ponds and storage structures. The rainfall data is in time intensity format. The system needs to be checked for three different return periods-5, 10, 20 years.&nbsp;<span>As the storm event is&nbsp;time-depth or time-intensity type,&nbsp;i have adopted Unit Hydrograph as the runoff method with implicit solver. T</span><span>he implicit system is doing an analysis of the system. It is not designing the pipe system.</span><span style="font-family:inherit;">The velocity and flow for the system is also coming out as zero.&nbsp;&nbsp;</span><span style="font-family:inherit;">We need to design a dynamic system with ponds. Please suggest the best possible solver for this case which will design the pipe system and will do routing for the pond as well.</span></p><div style="clear:both;"></div>https://communities.bentley.com/achievements/460ac7df-7ccc-4c42-a204-9e05eef3be09Mon, 29 Apr 2019 02:39:14 GMT6dad98f5-dbc9-4c4d-a9ba-e9da8dc6aa8e:77686288-72aa-48ca-96a9-f8b10a60e9b0Ask a question in a forum.