Comments on: EPANET User-List archive and forum

By: Elad Salomons

Elad Salomons — Fri, 10 Jun 2011 05:02:28 +0000

Quddus – no need to ask twice:
http://www.water-simulation.com/wsp/2005/01/08/the-epanet-users-list-server/#comment-

By: Quddus Fielea

Quddus Fielea — Thu, 09 Jun 2011 21:13:18 +0000

Dear Member,

Iam a new user of epanet and running a model designing a new water system for local communities.The model runs ok except the pressure at most of the junction is greater than the elevation of the Tank with the Maximum Water level set at 21.8m, Minimum Water level at 20m and an initial water level of 21.3m. ie. One junction elevation was set at 15m. The simulation reslut for 24 hrs shows a Maximum Head of 40.95 and Minimum of 25.95m while the Maximum Pressure was at 24 and a minimum of 9m.Practically the pressure at each junction will be the difference in elevation of the junction and water level in Tank less losses.Anyone one up there who can help me with this please.

By: vijay

vijay — Tue, 22 Feb 2011 06:11:54 +0000

I want to solve New York city Water distribution network problem. it is capacity expansion problem.
We have existing New York WDN network, but is is not satisfying the present demands at some nodes so we need to provide parallel pipes to existing pipes at some locations.
So how to approach to this problem.

By: Saeed

Saeed — Fri, 22 Jan 2010 18:41:58 +0000

Dear friends!
I have a question to do my Master thesis.
Can uoy tell me how to model a variable speed pump in part of
“RULE BASED CONTROL” in EPANET2 ?

thanks for the attention

By: janicegreatman

janicegreatman — Sun, 07 Jun 2009 12:03:03 +0000

Hey All, it’s always nice to meet new people..Just wanted to introduce my self as new comer into the forum and for you all please feel free to ad me to your buddy list