how to change the pressure in a junciton water cad

I don't know if your boss would accept a suggestion to bring in a local firm to either help or take over the task, but that's what I think should happen (I'm in California, so I have no dog in this hunt). I have to believe that at least some of the engineering firms in your area that do municipal civil engineering will have people well versed in EPANET.

It appears that you have learned a lot on your own and kudos for tackling this with only the users manual for help, but you can only take this so far and you are there.

However, when it comes to adding all the little details to the model (control valves, tanks, pumps, etc-if any) and dealing with water demands and demand patterns, that is best handled by an engineer with the requisite experience. Building the basic piping network is pretty straightforward and a GIS intern like yourself should be able to handle it. Frankly, I can't understand why your boss assigned you to build AND RUN a water model when you don't have a background in civil engineering hydraulics and specifically water distribution systems. I mean no disrespect to you, but you're not the right person to complete this task (I think you know it) and it isn't your fault. Kent RE: Stuck in EPANET fel3 (Civil/Environmental) 6 Aug 13 21:15 Additionally, does anyone know of any EPANET experts in Bloomington Indiana that I could contact for help? I will email you the. I really can't figure out the errors unless I have an EPANET expert look at them as I have little experience. net file and offer me suggestions that could help fix the many errors I encounter when I try and run the program. I know everyone is busy with their own jobs, but I was wondering if someone could look at my. All the engineers and my supervisor at the city are also unfamiliar with the this program and it is solely up to me to create a successful water quality model. Unfortunately, I have had no values to reference my numbers (ie time pattern, pump curves, total head at reservoir etc.) and because of my relative unfamiliarity with the program am not sure if these values are even in the acceptable range of values to have a successful run. I have been working on this model for over a year using the users manual and various engineering forums as guidance.

I am a GIS, NOT engineering intern for the City of Bloomington Utilities Department and have been given the tall task of creating a water quality model for all of the water pipes within the water system having a diameter greater than or equal to 12 inches.

How to change the pressure in a junciton water cad