• When I put tank at the end to fill it in 24 hours or 2 days, I always get the negative pressure at the Junction just before the tank, no matter how much head I put at the pump, the junction always shows...
    Noman Ali
    When I put tank at the end to fill it in 24 hours or 2 days, I always get the negative pressure at the Junction just before the tank, no matter how much head i put at the pump, the junction always shows...
  • Troubleshooting negative pressures at pumps, junctions, & other node elements
    Ankit Kulkarni
    Applies To Product(s): WaterGEMS, SewerCAD, HAMMER, WaterCAD Version(s): V8i, CONNECT Edition Area: Modeling Original Author: Dan Iannicelli , Mark Pachlhofer...
  • System curve for closed loop with downstream demand
    Sameer Numan
    model 1.wtgpkg.zip Hello, I am modeling for water supply network closed loop system with downstream demand. when i compute for system curve the model is showing excessive system head. ...
  • Using Downstream Trace and Digital Terrain Models
    Jesse Dringoli
    Product(s): StormCAD, SewerGEMS, CivilStorm, SewerCAD Version(s): CONNECT Edition, V8i SELECT Series 4 (08.11.04.54) and later Area: Modeling Background The ability to attach...
  • Importing Junction Parameters from Excel
    Brandon Meyer
    Hello, I am currently working on modeling an Irrigation District’s pipeline system. I want to make a few scenarios that have different flowrate demands at various junctions throughout the system. ...