• Hydraulic in watergem

    1.Can i get soln for control to select automatic size of pipe diameter rather than importing manual? 2.i always inport my data via epanet model but ts weakness my data miss lebelling. In preparation of excel to epanet i use excel tools to epacad then…
  • Modelling of an Offline Detention System

    Dear Team, I am modelling an offline detention system near an outfall. Scenario 1- Entire flow enters the pond, and then from here flow has an outfall channel into an outfall. it is an entire gravity system, where in water enters the pond and head…
  • Como se representa un pozo subterraneo como fuente de abastecimiento en watergem

    Buenas tardes, podrian explicar cual es la mejor manera para representar un pozo de aguas subterranea en watergems o watercad? Necesito saber como modelar 8 pozos que son la fuente de abastecimiento de una red de acueducto. Gracias
  • Drainage design options

    Can anyone provide me with or direct me to a summary of products that Bentley offers on design of drainage systems. I have been searching but find nothing that tells me about the computational differences and workflow for designing with GEOPAK Drainage…
  • SIG Virtual Workshop: Bentley Hydraulics & Hydrology − February 21, 2018 − You're Invited!

    Make plans to attend the next Bentley Hydraulics & Hydrology Special Interest Group (SIG) virtual workshop, Using the Engineering Standards Feature in Haestad Storm and Sewer Software . This session will be led by Scott Kampa, support engineer, on Wednesday…
  • SIG Virtual Workshop: Bentley Hydraulics & Hydrology – Building Models from Geospatial Data – January 18

    Join Bentley's Martin Pflanz online Wednesday, January 18, for the first Bentley Hydraulics & Hydrology Special Interest Group (SIG) workshop of 2017, Building Models from Geospatial Data. Complimentary, one-hour sessions are set for 9 a.m. EST and 7…
  • Bentley Hydraulics & Hydrology Special Interest Group Virtual Workshop – December 21 – You’re Invited!

    Mark your calendar for Wednesday, December 21, to attend the monthly Bentley Hydraulics & Hydrology Special Interest Group (SIG) virtual workshop. Focus will be directed to Fire Flow – Understanding the Fire Flow Analysis Functionality of WaterCAD and…
  • Flowmaster Spread Problem

    Flowmaster Curb Inlet - Flowmaster does not seem to calculate spread correctly when using local depression at the curb inlet. I found a post that had a similar problem with StormCad in which a patch was issued for a fix (see attached screenshot). I believe…
  • Reporting the Physical Properties of a Junction

    Hi All, i'm writing a C# code using WaterObjects.NET to report for every junction its Physical properties : (elevator, areas, emitter coefficent). Which classes/feaures may help me? For example from the programming manual i found that scenarios…
  • Re: stormcad v8i

    Mal, Thanks for the reply, do you know if the haestad stormtalk is still in operation or if it has stoped ? How do you think this group site compares ? David Perrings
  • Unusual Flow Results

    I'm getting some unusual results and am unable to find a solution. I'm trying to better calibrate our model near an area where 2 pressure zones meet. I've performed a fire flow analysis and tried to confirm the pressures and flow in that area. A flow…
  • Animations in WaterCAD

    Good Morning, I am using WaterCAD v8i and i need to present work i did earlier. Can anyone tell me how to save or represent the EPS animation or other animated waterCAD things like Graphs, profiles etc. Thanks in advance and hope someone will help…
  • Re: Watercad - Looped System Modeling

    Great answers Kim, I have a few approaches to add - first let me rank the approaches in preference. 1) The full model with all controls is always best to determine the most accurate performance (this involves a good deal of set up, controls, and…
  • Culvert Failure Analysis -- Which Program?

    I am looking to model a 72-inch CMP storm drain failure due to excessive thrust I suspect. I want to simulate the pipe failure, sink hole formation, the water surfacing, and the subsequent scouring. It's a bit of a tall order and will require substantial…
  • Re: modelling with 2 fire events

    Grgulla, Briefly, you mentioned it was a requirement to model 2 fire events - understood that it is a requirement - a bit conservative but I wanted to mention a few other points to consider when modeling 2 fires simultaneously- This will obviously drive…
  • Re: Darwin Calibrator

    Didi, can you help out with some clarification on your question, are you working out a workshop and trying to get the results that are part of the workshop? or Calibrating using Darwin Calibrator for an actual system? If you are Calibrating for a real…
  • SewerCAD/GEMS and SCADA Connect

    Hello everybody, Does anyone knows if SewerCAD/GEMS supports connection with data of a SCADA system through SCADA Connect? Thanks Bill Prassas
  • How to find Water at the Bentley LEARNing Conference May 13-16?

    Here is a list of the water sessions going on at this year's Bentley LEARNing Conference in Phili! BCW2LC1 ‐ Introduction to Bentley Hydraulics and Hydrology Products Tues 2-2:45 pm Lead by H&H AE, Mike Rosh …
  • WaterCAD age calculation fails

    I have run into a recent problem. I've been trying to do a age calculation on our water system and for some reason the largest duration I can calculate is 128 hrs. If I change it to 129 hrs the calculation fails and I get an error: Calculation Engine…
  • Re: Model Calibration...

    Dr. Walski's report of my appearance has not been greatly exaggerated- James there is a plug for the Haestad training in the blog area... titled Haestad Learning Content - Who opened the valve on learning ". The Bentley Institute has concentrated training…